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065027-PM1 - Construction-Related - Contract - Texas A&M University System and Turner-Carcon-Source Joint Venture
CSC No. 65027-PM1 FONT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF TAMUS FW Law and Education Building IPRC Record No. IPRC23-0104 City Project No. 105008 FID No. 30114-0200432-105008-EO7685 File No. W-2947 X File No. X-27874 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 May 2026 JQ-IMEG TBPE Firm f-26651 100 Glass Street, Suite 2W OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2026.05.13 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 6 Last Revised nna '�3 Invitation to Bidders 03/20/2020 002113 03/20/2020 00 41 00 Bid-Fefm 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid -Bond 04/02/2014 0045 11 Bidders Pre ualification's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterptise Goal 08/21/2018 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 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 007300 07/01/2011 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 3120 Project Meetings 07/01/2011 01 3233 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Spec al Project Procedures 08/30/2013 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 60 00 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 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH TAMUSFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified Division 03 - Concrete NONE Division 26 - Electrical NONE Division 31- Earthwork NONE Division 32 - Exterior Improvements NONE Division 33 - Utilities NONE Division 34 - Transportation NONE CITY OF FORT WORTH TAMUSFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.aov/tpw/contractors/ or https:Happs.fortworthtexas.2ov/Proj ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material CLSM 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03-90-00 MOdifieatiORS tO EXiStifig CORefete S4HeVdFeS ZD 12,90Q0 �2 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 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 z ,� 24-00 Embankments, n, io 4�13 31 25 00 Erosion and Sediment Control 12/20/2012 �'�0 Fabiens 12 "�12 3 ,� RipfV ,414 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 3212 16 Asphalt Paving 12/20/2012 Z 7Pa-ving, 2 �7zzr202012 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 3'� , ,2�12- CITY OF FORT WORTH TAMUSFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 r2 c z� 32Tq 11,104,12013 32-34-29 Weed Fences a d r_ tas 12/�12- 32-32-1-3 96,105/20-�8 32-94-4-9 , � i�12 2 92 , 3145,dr-o12/20/2n, � 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3-WBypass, ��4-2 33--044-0 joint Beading and EleetfiM 1selation , 2 / 23nn l l Ceffosion r,......,,i Test Stations ,2/20QO 2 334442 12,QOQn 12 r�rtvnv-iz 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3 -054-2 Watef hifie Lewefing 12/20QO 12 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 n Manholes, Inlets, Valve Boxes, Other- Stmctffes to g and Gfade 1240/2012 2Z� Concrete W te- Vau to 12/20/2 3 n� Gonerete Col l ff , 2 i�n0L A ,2/ 3 05 o, �T -r„mel r ifie Dl.,te 12/20/2012 3 05 2- T✓--v�-zZ ,2/20/2012 -rLrcv�zvrc 3- ,� 06 /,moo /2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 32 lIfen, 7 /2QQ012 33-1 , l l Duetile Ifen F4#iffgs , 2Q0404- -z �a 3 „ ,2 r-esstifepe,17/2Q/-012- 334444 Bmfied Steei Pipe and Fitting& 12,120/2012 z z� W tef So...4ees l e t 2; .i, 02,114/2017 Z 1ge-Wate+12/20/2012 r 3 , 20 Resilient Seated Gate Valve 12/20/20 2 3_BuRer-fly-Valves.,2/'�12 33 1225 Connection to Existing Water Mains 02/06/2013 33- Q 39 1240/2012 33-12-40 Fire 14ydfapAs n, /no�4 CITY OF FORT WORTH TAMUSFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 332 cnStations12/20/2n1� 3 21 17 �✓-Trra 17120,120 2 r�-avrav�z 1 � T3-3rz� 12QO/2012 �z 3 3 1cPolyethylene12/2� 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 ! Chloride Closed Profile 333121 (PVG) Ape 171 /7 z 3 - �32z 1 2 /� 0404- �� 3 3 2-S&wuer-12/2� 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33-34-7-9 11 7 90 /2012 3 39 1 n Gast if Place C,.ner-ete >\a.,..1,,.10s 12/20/2012 33-39-M Preeast !`,.,,erete TiT.,..b... 1 /7 z 33-39L40AeeessChamber- 12/20- 2012 33 3 n 6nfor-poxy1 7 /20A20 i o 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 3 n 1 1 1Polyethylene1n QQQ1'1 lUB4015 nn P3 n�-oo --ro�z r� l�W2012 3 6 n1 �--rv-oT SloRoa Ste f,f, 1-�..,,;�� 07/0 201 1 o„-oT,zorr 33 46-02 T-fe e Df:ai s 07/0i /QW 1 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 3 no nn �--rr-Tv 07/01 /201 1 m7v�zviT Division 1 ii ii .. . 41 10.01 . �� . . .. MAWAR .. •_ MANOR._ •. _� •. ._ _ �. .. .. •In m ass I- Traffic Control 1 CITY OF FORT WORTH TAMUSFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 Appendix GC-4.02 Subsurface and Physical Conditions GG 4.04 Underground r c} tiovss GC n 06 14az- ..dour E ,ir-e ,. na Condition at Site GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 00 42 43 BID PROPOSAL Pag 10f5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Paving Improvements Bidlist Item No. Description ecification Mion No. Unit of Measure Bid Quantity trait Price Bid Value 1 0241.0100 Remove Sidewalk 24113 jS SF 8,173 $1.65 $239.00 $13,485.45 2 0241.0300 Remove ADA Ram 241 13 EA 4 $956.00 3 0241.1000 Remove Conc Pvmt 2 41 13 SY 21 $29.00 $609.00 4 0241.1100 Remove Asphalt Pvmt 0241 15 SY 860 $26.00 $22,360.00 5 0241.4005 Remove Y or Less Curb Inlet 0241 14 EA 1 $2,735.00 $2,735.00 6 3110.0101 Site Clearing 31 1000 LS 1 $43,463.33 $43,463.33 7 3211.0112 6" Flexible Base, Type A, GR-1 32 1123 SY 782 $41.21 $32,226.22 8 3212.0302 6" Asphalt Pvmt Type D (DG-D) 321216 SF 2,110 $13.51 $28,506.10 9 3213.0102 7"Conc Pvmt 3213 13 SF 6,478 $8.65 $56,034.70 10 3213.0311 4" Conc Sidewalk, Adjacent to Curb 32 13 20 SF 6,305 $7.47 $27.15 $47,098.35 11 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 887 $24,082.05 12 3213.0503 ADA Rams 32 1320 EA 5 $880.00 $8.46 $4,400.00 $7,191.00 13 3213.0700 Joint Sealant 32 1373 LF 850 14 3217.0101 6" SLD Pvmt MarkingHAS 321723 LT 1 $11,100.00 $11,100.00 15 3471.0001 Traffic Control 347113 MO 4 $4,226.25 $16,905.00 16 3471.0003 Traffic Control Details 347113 EA 1 $1,512.00 $1,2.00 17 3471.0010 CityStreets / Residential Streets Closure 347,] 3 MO 4 $24,499.65 $97,99518.60 TOTAL UNIT I-PAVINGIMPROVEMENTS $410,662.80 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 DAP -HID PROPOSAL 00 42 43 BID PROPOSAL Page 2 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item information Bidder's Proposal Unit 2 - Storm Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 3304.0201 Clean Storm Pipe Ahead of Condition Assessment- 24" Diameter and Under 33 04 50 LF 5 $465.00 $2,325.00 2 3301.0012 Post -CCTV Inspection of Storm Drain 330132 LF 5 $94.00 $470.00 3 3301.0004 Final MH-CCTV Inspection 330131 EA 2 $443.00 $886.00 4 3341.0201 21"RCP, ClassBl 334110 LF 5 $273.00 $1,365.00 5 3349.5001 10' Curb lnlet 221222 20 EA 1 $12,850.00 $12,850.00 6 3349.0001 4' Storm Junction Box 334910 EA 1 1 $9,355.001 $9,355.00 TOTAL UNIT 2 - STORM IMPROVEMENTS1 $27,25 L00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 DAP -BID PROPOSAL 00 42 43 BID PROPOSAL Page 3 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application TAMU Fort Worth Law - Landscape Bidder's Proposal Unit 3 - Landscape Improvements Bidhst Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 9999.0001 Concrete Pavement - Acid Etch 00 00 01 sgft 1132 $22.73 $25,730.36 2 9999.0002 72" x 72" Tree Grate 00 00 02 each 19 $9,951.90 $189,086.10 3 9999.0003 Bike Racks by Landscape Forms 00 00 03 each 16 $1,059.92 $16,958.72 4 9999.0004 Streetscape Bench by Landscape Forms 00 00 04 each 10 $2,642.64 $26,426.40 5 19999.0005 Litter & Recycling Receptacles by Landscape Forms 1 00 00 05 1 each 5 $2,702.911 $13,514.55 TOTAL UNIT 3 - LANDSCAPE INPROVEMENTS1 $271,716.13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 DAP -BID PROPOSAL 00 42 43 BID PROPOSAL Page 4 of 5 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 4 - Streetlight Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 2605.0101 Electrical Facilities 26 05 00 LS l $2,398.99 $2,398.99 $42,666.75 2 2605.3018 2" CONDT PVC SCH 80, Open Cut 26 05 33 LF 903 $47.25 3 3441.1501 Fumish/Install Ground Box Type B 3441 10 EA 4 $1,779.75 $7,119.00 4 3441.1430 Install Conductor Cable 3441 10 LF 2,709 $4.20 $11,377.80 5 3441.3110 Install Lighting Fixture 34 41 20 EA 14 $4,239.05 $59,346.69 6 13441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8 34 41 20 1 EA 6 $2,840.25 $17 041.50 7 3441.3303 Rdwy Ilium Foundation TY 7 344120 EA 14 $1,774.50 $24,843.00 8 3441.3342 Furnish Rdwy Illum TY 18 Pole 34 41 20 EA 6 $3,135.00 $18,810.00 9 3441.3411 Reconnect Conductor 3441 20 EA 1 $2,010.76 $2,010.76 10 3441.3352 Install Rdway IDum TY 18 Pole 34 41 20 EA 6 $2,147.25 $12,883.50 11 9999.0000 Rdwy Illum Pole Saturn 34 41 20 EA 14 $2 723.60 $38,130.40 12 Demo and salava a Existing Street Lights & 35 41 20 EA 8 $2,619.751 $20,958.00 TOTAL UNIT 4 - STREETLIGHT IWROVEMENTSI $257,586.40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 DAP -nR) PROPOSAL 00 42 43 BID PROPOSAL Page 5 of 5 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM Project Item Information Bidder's Application Bidder's Proposal Bidlist III I Specification I Unit of I Bid Description Unit Pricc Bid Value No. Section No. Measure Quantity BID SUMMARY UNIT 1 - PAVING IMPROVEMENTS $410,662.80 UNIT 2 -STORM IMPROVEMENTS $27,251.00 UNIT 3 - LANDSCAPE IMPROVEMENTS $271,716.13 UNIT 4 - STREETLIGHT IMPROVEMENTS $257,586.40 TOTAL CONSTRUCTION BID $967,216.33 This Bid is submitted by the entity named below: BIDDER: By: Adam Lowry Turner Carcon Source JV 141(4m '" TITLE: Senior Project Manager DATE: 2/10/2026 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 90 working days after the date r hen the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 42 43 DAP -HID PROPOSAL 00 45 I2 DAP PREQUALIFICATION STATEMENT Page I of l SECTION 00 45 12 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 Type" 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 Storm Line Improvements Contractor/Subcontractor Company Name Prequalification Expiration Date 12.31.2026 Calvo Construction LLC The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Calvo Construction LLC 621 N Main St. Grapevine, Tx 7605 1 BY: Jonathan Aguilar (Signature) TITLE: Project Manager DATE: 2.5.2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICA.TION 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 Type" box provide the complete major work lype and actual descri tion as provided by the Water De artment for water and sewer and TPW for 12ayLng. Major Work Type Contractor/Subcontractor Company Name Prequalifcation Expiration Date STREET LIGHTING 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, LUMIN8 TRANSPORTATION BY: ROBERT A. WEBB TECHNOLOGIES, LLC 821 E. ENION AVE. FORT WORTH, TX 76140 (Signa TIT : SW REGIONAL PRESID NT DATE: 01/23/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUAt1FICATION STATEMENT —DEVELOPER AWARDED PROJECTS 0045 12_Prequal4fication Statement 2015_DAP (1) Form Version September 1, 2015 OD45 12 DAP PREQUALIFICATION STATEMENT Page f of I SECTION 00 45 12 DAP — PREQUALIFICATIDN 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 "Maior Work T box provide the com lete major work a and ,actual description as provided b the Water Department for water and sewer and TPW for paving. Maior Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date 4" Thick Sidewalk / 43 rebar Reliable Paving, INC June 12, 2027 rr 18'-0CEW / 3000 PSI 8,416 SF ADA Ramps - 5 each Concrete Paver Base 6" 5,078 SF Acid Etch Finish for Sidewalk 1,132 SF 7" Thick Concrete Paving / 43 rebar @a 18"CICEW / 4500 PSI 6,478 SF Pavement replacement for Utility Installation 6" HMAC 116 SF Pavement replacement (per CvFW detail 32 01 17-520) 1.,141 SF 24" HMAC Transition (per CoFW detal D534) 853 SF Curb and Cutter 887 SF Concrete Stairs 2 each Bollards (bollard steel by others) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Rerliable Paving, INC BY: Long Nguyen 1903 Peyco Drive North Arlington, TX 76001 (Signature) TITLE: Project Consultant DATE: 02/04/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREOUALiFICATION STATEMENT— DEVELOPER AWARDED PROJECTS DO 45 12_Prequalfcation Statement 2015_DAP Form Version September 1, 2015 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 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. 15008. 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: Turner Carcon Source JV Company 8080 Park Lane Suite 400 Address Dallas, TX 75231 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Nick Barker (Please P 'nt) Signa e: Title: VP, GM (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared �Ci� U�sr 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 Turner Carcon Source JV for the purposes and consideration therein expressed and in the capacity therein stated. V N UNDER MY HAND AND SEAL OF OFFICE this day of 2oo`) io CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised Apiil 2, 2014 Jaylenn Maestas My Commission Expires + 9/10/2029 Notary ID135629741 TAMUS FW Law and Education Building 105008 Revised 2 XOM LClli`IIII13&K K AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 3 THIS AGREEMENT, authorized on 02/20/2023 is made by and between the 4 Developer, Texas A&M University System, authorized to do business in Texas ("Developer") , 5 and Turner-Carcon-Source Joint Venture , 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 TAMUS FW Law & Education Building 17 CPN 105008 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 90 working days after the 24 date when the Contract Time commences to run as provided in Paragraph 12.04 of the 25 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 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 3.2 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 Three thousand five hundred Dollars ($3,5 00.00) for each day that expires 36 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 37 Final Letter of Acceptance. CITY OF FORT WORTH T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Nine hundred sixty-seven thousand, two hundred 41 sixteen and thirty-three hundredths —Dollars ($ 967,216.33 ). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused, in whole or in part, by any act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused, in whole or in part, 95 by anv act. omission or negligence of the citv. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Pursuant to Section 85.18, Texas Education Code, venue for any suit filed against 116 Developer will be in the county in which the primary office of the chief executive officer of 117 Developer is located. CITY OF FORT WORTH T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised June 16, 2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 Contractor: Developer: 127 DocuSigned by: Signed by: ct 15A lgnature) (Signature) NICK BARKER Ryan Griffin (Printed Name) (Printed Name) Title: VP - General Manager Title: Vice Chancellor and Chief Financial Officer Company Name: Turner-Carcon-Source JV Company name: The Texas A&M University System Address: 8080 Park Lane. Suite 400 Address: 301 Tarrow Street, 7th Floor City/State/Zip: Dallas, Texas 75231 City/State/Zip: College Station, Texas 77840 5/5/2026 5/1 /2026 Date Date CITY OF FORT WORTH T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised June 16, 2016 4�A Changes - Notice of Cancellation or Material Restriction Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART EMPLOYEE BENEFITS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART STOP GAP LIABILITY COVERAGE PART TECHNOLOGY ERRORS AND OMISSIONS LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY — NEW YORK DEPARTMENT OF TRANSPORTATION SCHEDULE Number of days notice (other than for nonpayment of 030 premium): Number of days notice for nonpayment of premium: N/A Name of person or organization to whom notice will be sent: PER SCHEDULE ON FILE Address: PER SCHEDULE ON FILE TX 76001 If no entry appears above, the number of days notice for nonpayment of premium will be 10 days. It is understood and agreed that in the event of cancellation or any material restrictions in coverage during the policy period, the Insurer also agrees to mail prior written notice of cancellation or material restriction to the person or organization listed in the above Schedule. Such notice will be sent prior to such cancellation in the manner prescribed in the above Schedule. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74702XX (1-15) Page 1 of 1 Policy No: 7039382018 Endorsement No: Effective 07-02-2025 Insured Name: RELIABLE PAVING INC Copyright CNA All Rights Reserved. CNA Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury — Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury — Exception for Reasonable Force 11. General Aggregate Limits of Insurance — Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability — Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury — Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation — Blanket 26. Wrap -Up Extension: OCIP CCIP, or Consolidated (Wrap -Up) Insurance Programs CNA74705XX (1-15) Policy No: 7039382018 Page Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions — Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED -PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY— EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name:RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY — RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY — EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement B. Al 1: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: L add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; I. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement iii. amend the definition of Insured to: a. add the following: • the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. • the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and C. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products -completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. CNA74705XX (1-15) Policy No: 703938201 Page Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C — Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: $<insert ($) amount>; or (2) the amount shown in the Declarations for Medical Expense Limit. B. Under COVERAGES, the Insuring Agreement of Coverage C — Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: • Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. CNA74705XX (1-15) Page Policy No: 7038382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from • Provision 1. ADDITIONAL INSURED of this endorsement; or • attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 21(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B —Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE —ELEVATORS A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE — ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement CNA74705XX (1-15) Page Policy No: 7039382018 Endorsement No: Effective Date: 07/02/2025 Insured Name: RELIABLE PAVING, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CMA 1 It is understood and agreed that: If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if we cancel a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificateholders at least 30 days in advance of the date cancellation is effective. 'L� If notice is mailed, then proof of mailing to the last known mailing address of the Certificateholder on file with the Agent of Record will be sufficient to prove notice. Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon us or the Agent of Record. All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: CNA68021 XX (02-2013) Policy No: 7039381998 Endorsement Effective Date: Policy Effective Date:07/02/2025 Endorsement No: ; Page: Policy Page: Underwriting Company: The Continental Insurance Company Copyright CNA All Rights Reserved. CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section 11, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Form No: CNA63359XX (04-2012) Policy No: 7039381998 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 07/02/2025 Endorsement No:; Page: Policy Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 1. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Form No: CNA63359XX (04-2012) Policy No: 7039381998 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 07/02/2025 Endorsement No: ; Page: Policy Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. F. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: (1) $5,000; or (2) 20% of the auto's actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: ; Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7039381998 Policy Effective Date: 07/02/2025 Policy Page: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.S. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. D. Other Insurance The following is added to Section IV, Paragraph B.S.: Regardless of the provisions of Paragraphs S.a. and S.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: ; Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7039381998 Policy Effective Date: 07/02/2025 Policy Page: © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. CNA 1 It is understood and agreed that: Business Auto Policy Policy Endorsement If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of Record has issued a Certificate of Insurance, and if we cancel a policy term described on that Certificate of Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to such Certificateholders at least 30 days in advance of the date cancellation is effective. If notice is mailed, then proof of mailing to the last known mailing address of the Certificateholder on file with the Agent of Record will be sufficient to prove notice. Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or impose any liability or obligation upon us or the Agent of Record. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: CNA68021XX (02-2013) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7039381998 Policy Effective Date: 07/02/2025 Policy Page: © Copyright CNA All Rights Reserved. CNA 1 Business Auto Policy Policy Endorsement It is understood and agreed that this endorsement amends the Business Auto Coverage Part Declarations by adding the following: The Hired Auto Physical Damage Limit of Insurance for Comprehensive and Collision Coverage is the: 1. Actual cash value; 2. Cost of repairs; or 3. amount of $100,000 whichever is less, minus the applicable deductible. All other terms and conditions of the policy remain unchanged This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy. Form No: CNA89114XX (05-2017) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: ; Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7039381998 Policy Effective Date: 07/02/2025 Policy Page: © Copyright CNA All Rights Reserved. CNA HIRED AUTO PHYSICAL DAMAGE LIMIT ENDORSEMENT Form No: IL 00 21 09 08 Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: ; Page: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Business Auto Policy Policy Endorsement Policy No: 7039381998 Policy Effective Date: 07/02/2025 Policy Page: © Copyright Insurance Services Office, Inc., 2007 CNA G-15028-A (Ed. 08/89) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LOSS PAYABLE PROVISIONS This endorsement modifies insurance provided under the following: COMMERCIAL INLAND MARINE COVERAGE FORM SCHEDULE Provisions Applicable Location Description Loss Payee Loss Lender's Contract (If Applicable) of Property (Name & Address) Payable Loss Payable Of Sale REFER TO INLAND MARINE LOSS PAYEE SCHEDULE A. When this endorsement is attached to your Commercial Inland Marine Coverage Form the term Coverage Form in this endorsement is replaced by the term Policy. B. LOSS PAYABLE The following is added under the Loss Conditions section of the Commercial Inland Marine Conditions, Paragraph E. — Loss Payment: For Covered Property in which both you and a Loss Payee shown in the above Schedule have an insurable interest, we will: 1. Adjust losses with you; and 2. Pay any claim for loss or damage jointly to you and the Loss Payee, as interests may appear. C. LENDER'S LOSS PAYABLE 1. The Loss Payee shown in the above Schedule is a creditor (including a mortgageholder or trustee) with whom you have entered a contract for the sale of Covered Property, whose interest in that Covered Property is established by such written contracts as: a. Bills of lading; b. Financing statements; c. Chattel mortgages. 2. For Covered Property in which both you and a Loss Payee have an insurable interest: a. We will pay for covered loss or damage to each Loss Payee in their order of precedence, as interests may appear; b. The Loss Payee has the right to receive loss payment even if the Loss Payee has started foreclosure or similar action on the Covered Property; c. If we deny your claim because of your acts or because you have failed to comply with the terms of the Coverage Form, the Loss Payee will still have the right to receive loss payment if the Loss Payee: (1) Pays any premium due under this Cover- age Form at our request if you have failed to do so; (2) Submits a signed, sworn proof of loss within 60 days after receiving notice from us of your failure to do so; and (3) Has notified us of any change in owner- ship, occupancy or substantial change in risk known to the Loss Payee. All of the terms of this Coverage Form will then apply directly to the Loss Payee. d. If we pay the Loss Payee for any loss or damage and deny payment to you because of G-15028-A (Ed. 08/89) Page 1 of 2 G-15028-A (Ed. 08/89) 3. your acts or because you have failed to comply with the terms of this Coverage Form: (1) The Loss Payee's rights will be transferred to us to the extent of the amount we pay; and (2) The Loss Payee's rights to recover the full amount of the Loss Payee's claim will not be impaired. At our option, we may pay to the Loss Payee the whole principle on the debt plus any accrued interest. In this event, you will pay your remaining debt to us. If we cancel this policy, we will give written notice to the Loss Payee at least: a. 10 days before the effective date of cancellation if we cancel for your non- payment of premium; or b. 30 days before the effective date of cancellation if we cancel for any other reason. 4. If we do not renew this policy, we will give written notice to the Loss Payee at least 10 days before the expiration date of this policy. D. CONTRACT OF SALE 1. The Loss Payee shown in the Schedule is a person or organization you have entered a contract with for the sale of Covered Property. 2. For Covered Property in which both you and the Loss Payee have an insurable interest we will: a. Adjust losses with you; and b. Pay any claim for loss or damage jointly to you and the Loss Payee, as interests may appear. 3. The following is added under the Loss Condition section of the Commercial Inland Marine Conditions, Paragraph F. — Other Insurance: For Covered Property that is the subject of a contract of sale, the word "you" includes the Loss Payee. G-15028-A Page 2 of 2 (Ed. 08/89) POLICY NUMBER INSURED NAME AND ADDRESS C 7039369334 RELIABLE PAVING, INC. 1903 PEYCO DR N ARLINGTON, TX 76001-6705 INLAND MARINE LOSS PAYEE SCHEDULE All loss payees as their interests may appear in the Covered Property. The following provisions apply in accordance with the insurable interest of the loss payee: Loss Payable, Lender's Loss Payable, or Contract of Sale. Description of Property: Any Covered Property in which a loss payee, creditor or lender holds an interest, including any person or organization you have entered a contract with for the sale of the Covered Propery. G-55232 (Ed. 01/97) INSURED Page 3 of 4 POLICY NUMBER: 46 CPI EK6940 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following: CONTRACTORS PROFESSIONAL AND PROTECTIVE INDEMNITY PLUS (CPPI+) SECTION V - CONDITIONS, paragraph 11. Subrogation is deleted and replaced with the following: 11. Subrogation In the event of any payment under this Policy, an "insured" will execute and deliver all requested instruments and papers to us and take whatever other actions are reasonably necessary and requested by us to exercise our rights of subrogation. An "insured" will do nothing to waive or prejudice our rights of subrogation. We will have priority over an "insured" in allocation of any recovery, and any amounts recovered in excess of our total payment and our cost of recovery will be paid to the "insured"The Policy Aggregate Limit of Insurance will be reinstated by the amount recovered by us, less our cost of recovery. We waive our rights of subrogation under this Policy only to the extent such contract or written agreement executed by an "insured" prior to a "claim" "pollution incident", "professional incident", or "protective incident". All other terms and conditions remain unchanged. a waiver is required by written "protective indemnity claim", Form CL 28 24 10 15 Page 1 of 1 © 2016, The Hartford CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: ?039382018 I. CNA PARAMOUNT A. Policyholder Notices Endm't Number Form Title Form Number Form Edition Policyholder Notice - Fraud Notification CNA104750XX 06-23 PHN OFFER OF TERRORISM COVERAGE-DISCLOSUR OF PREM CNA62820XX 01-21 Policy Holder Inspection of Notice -Request Boilers for Jurisdictional and Pressure Vessels CNA62823XX 04-23 Policy Holder Notice - Texas CNA62854TX 07-15 Policy Holder Notice - Texas CNA62855TX 07-23 Policy Holder Information Notice - Texas Consumer Complaint CNA62856TX 07-23 Policy Holder Notice - Countrywide CNA74722XX 01-15 Policy Holder Notice - Texas CNA74997TX 01-15 Policy Holder Notice - Texas CNA74999TX 10-16 Policy Holder Notice - Texas CNA75085TX 01-15 Policy Holder Notice - Texas CNA75125TX 01-15 Policy Used on Holder Notice - Countrywide - Premium Basis Liability Schedules CNA75144XX 04-15 Policy General Holder Notice - Countrywide - Contractors' Liability Extension Endorsement CNA82876XX 07-15 Policy Limitation Discl Notice - Asbestos Excl CNA87139XX 10-16 Policy Holder Notice - Countrywide CNA89319XX 06-17 POLICY HOLDER NOTICE - FLOOD INSURANCE - TEXAS CNA96151TX 09-19 B. Policy Terms & Conditions Policy Declarations CNA62639XX 09-12 Schedule of Forms and Endorsements CNA62640XX 09-12 Common Terms and Conditions CNA62642XX 10-15 II. POLICY COVERAGE PARTS CNA62640XX 09-12 Page 1 Cf Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: ?039382018 Endm't Form Title Form Number Form Number Edition A. First Party Terms & Conditions First Party Glossary of Defined Terms CNA62641XX 10-15 First Party Terms and Conditions CNA62647XX 10-15 B. Business Property Business Property Coverage Part Declarations CNA62643XX 09-12 Business Property Schedule of Coverages and Limits CNA62645XX 10-15 Business Property Schedule of Locations CNA62644XX 10-15 1 Loss Payee or Mortgagee Schedule CNA62728XX 10-15 Business Property Coverage Part CNA62648XX 10-15 2 Flood Redefinition Endorsement CNA81069XX 10-15 3 Communicable Disease Exclusion Endorsement CNA98526XX 05-20 F. General Liability General Liability Coverage Part Declarations CNA74694XX 01-15 Additional Declarations - General Liability CNA75126XX 01-15 Schedule of Locations and Coverages Commercial General Liability Coverage Part CG0001 04-13 4 Contractors' General Liability Extension CNA74705XX 01-15 Endorsement 5 Additional Coverage Limited Pollution Liability CNA74844XX 04-15 Coverage - Worksites Endorsement 6 Additional Insured - Owners, Lessees or CG 20 10 07-04 Contractors - Scheduled Person or Organization Endorsement 7 Additional Insured - Owners, Lessees or CG 20 10 07-04 Contractors - Scheduled Person or Organization Endorsement CNA62640XX 09-12 Page 2 cf Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: ?039382018 Endm't Form Title Form Number Form Number Edition 8 Additional Insured - Owners, Lessees or CG 20 10 07-04 Contractors - Scheduled Person or Organization Endorsement 9 Additional Insured - Owners, Lessees or CG 20 37 07-04 Contractors - Completed Operations Endorsement 10 Additional Insured - Owners, Lessees or CG 20 37 07-04 Contractors - Completed Operations Endorsement 11 Blanket Additional Insured - Owners, Lessees or CNA75079XX 03-22 Contractors - with Products -Completed Operations Coverage Endorsement 12 Deductible Applicable to Damages Endorsement CNA75119XX 01-15 13 Pollution Exclusion Amendatory Endorsement CNA74843XX 01-15 14 Waiver of Transfer of Rights of Recovery Against CNA75008XX 10-16 Others to the Insurer Endorsement 15 Waiver of Transfer of Rights of Recovery Against CNA75008XX 10-16 Others to the Insurer Endorsement 16 Waiver of Transfer of Rights of Recovery Against CNA75008XX 10-16 Others to the Insurer Endorsement 17 Exclusion - Violation Of Law Addressing Data CGO069 12-23 Privacv 18 Exclusion - Access Or Disclosure Of Confidential CG2106 12-23 Or Personal Material Or Information 19 Exclusion - Cyber Incident CG4035 12-23 20 Subsidence Exclusion (CA, CO, NV) and Subsidence CNA74682XX 01-15 Residential Exclusion (All Other States) Endorsement 21 Silica Exclusion Endorsement CNA74687XX 01-15 CNA62640XX 09-12 Page 3 Cf Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: ?039382018 Endm't Form Title Form Number Form Number Edition 22 Fungi / Mold / Mildew / Yeast / Microbe Exclusion CNA74708XX 01-15 Endorsement 23 Employment -Related Practices Exclusion Endorsement CNA74761TX 01-15 - Texas 24 Contractors - Professional Liability Exclusion CNA74801XX 01-15 Endorsement 25 Residential Construction Defect Products/Completed CNA74862XX 01-15 Operations Exclusion Endorsement 26 Construction Wrap -Up Program Exclusion Endorsement CNA74863XX 01-15 27 Exterior Finish System Products/Completed CNA74892XX 01-15 Operations Property Damage Exclusion Endorsement III. POLICY ENDORSEMENTS 28 Amendment to Policy Declarations- Named Insured Endorsement CNA6270OXX 09-12 29 Bridge Endorsement CNA62646XX 01-15 30 Cancellation / Non -Renewal - Texas CNA62814TX 01-20 31 Amendatory Endorsement - Texas CNA62815TX 10-15 32 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 33 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 34 Calculation of Premium Endorsement CNA74726XX 01-15 35 Experience Rating Modification Endorsement - Texas CNA74898TX 01-15 36 Duties Endorsement - Texas CNA74904TX 01-15 37 Asbestos Exclusion Endorsement CNA74719XX 01-15 38 Nuclear Energy Liability Exclusion Endorsement (Broad Form) CNA74727XX 01-15 CNA62640XX 09-12 Page 4 cf Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 70393820-8 Endm't Form Title Form Number Form Number Editica ,-2 '5 39 Cap on Losses from Certified Acts of Terrorism CNA81503XX Endorsement CNA62640XX 09-12 Page 5 of Copyright CNA All Rights Reserved. POLICY NUMBER: 46 CPI EK6940 n-W THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: CONTRACTORS PROFESSIONAL AND PROTECTIVE INDEMNITY PLUS (CPPI+) SECTION V. - CONDITION Other Insurance Item 18 c. is deleted and replaced with the following: c. The coverage afforded under this Policy for an "additional insured" is primary and non- contributory to any other insurance available to such "additional insured" when required by written contract or written agreement between the "insured" and the "additional insured" executed prior to a "claim" or "pollution incident" involving such "additional insured". However, to the extent that the "additional insured" is named as an additional insured on another insurance policy that also provides primary and non- contributory coverage, we shall share with that other insurance as follows: 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. 2. 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. Form CL 28 36 01 16 Page 1 of 1 0 2016, The Hartford CONTRACTORS PROFESSIONAL PROTECTIVE INDEMNITY PLUS (CPPI+) COVERAGE FORM CERTAIN COVERAGE PARTS IN THIS POLICY ARE CLAIMS MADE AND REPORTED COVERAGES AND HAVE DIFFERENT REPORTING REQUIREMENTS FROM OTHER COVERAGE PARTS OR SUPPLEMENTAL COVERAGES AVAILABLE UNDER THIS POLICY. PLEASE NOTE THAT PAYMENT OF CLAIM EXPENSE REDUCES THE LIMITS OF INSURANCE AVAILABLE. THIS POLICY HAS CERTAIN PROVISIONS AND REQUIREMENTS UNIQUE TO IT AND MAY BE DIFFERENT THAN OTHER POLICIES PURCHASED BY THE INSURED. PLEASE READ THIS POLICY CAREFULLY INCLUDING THE DECLARATIONS AND ALL ENDORSEMENTS. Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. The Declarations to this Policy contain the Limits of Insurance, "policy period", "self -insured retentions", first Named Insured, and other items as applicable, all of which are part of this Policy. Throughout this Policy, the words first Named Insured refer to the first Named Insured shown in the Declarations. The words "we", "us" and 'bur" refer to the stock insurance company member of The Hartford providing this insurance. Other words and phrases that appear in quotation marks have special meaning. Refer to SECTION VII - DEFINITIONS. In consideration of, and subject to, the payment of the premium by the first Named Insured and in reliance upon the accuracy and completeness of the "application" and other supplemental materials, including but not limited to the statements, attachments and exhibits contained in and submitted with the "application", which are incorporated herein by reference, and subject to all terms, exclusions and conditions of this policy, we agree as follows: SECTION I - COVERAGES Coverage is provided under the following Coverage Parts only if Limits of Insurance for the applicable Coverage Part are shown in the Declarations. These Coverage Parts are subject to SECTION IV - LIMITS OF INSURANCE AND SELF -INSURED RETENTIONS. COVERAGE A: CONTRACTORS PROFESSIONAL LIABILITY (CLAIMS MADE AND REPORTED COVERAGE PART) 1. Insuring Agreement We will pay on behalf of the "insured" those sums of "professional loss" the "insured" becomes legally obligated to pay as the result of a "claim" caused by a "professional incident", and any related "claim expense", when: a. The "professional incident" takes place on or after the "retroactive date" and before the end of the "policy period"; and b. The "claim" is first made against the "insured" during the "policy period"; and c. The "insured" notifies us of the "claim" in writing during the "policy period" or any applicable "extended reporting period". Form CL 00 05 10 15 Page 1 of 24 © 2015, The Hartford COVERAGE B: CONTRACTORS PROTECTIVE INDEMNITY (CLAIMS MADE AND REPORTED COVERAGE PART) 1. Insuring Agreement We will indemnify an "insured" for "protective loss" in excess of any recoverable "design professional's insurance" as the result of a "protective incident" when: a. The "protective incident" takes place on or after the "retroactive date" and before the end of the "policy period"; b. The "insured" first initiates a "protective indemnity claim" against the "design professional" arising out of such "protective incident" during the "policy period"; and c. The "insured" notifies us of the "protective indemnity claim" in writing, during the "policy period" or any applicable "extended reporting period"; and d. The "insured" has made all reasonable efforts, as determined by us, to recover all "protective loss" from the "design professional" and the "design professional's insurance". COVERAGE C: PROFESSIONAL RECTIFICATION EXPENSE 1. Insuring Agreement We will indemnify an "insured" for "rectification expense" incurred by the "insured" as the result of a "professional incident" when: a. The "professional incident" is caused by "covered design services"; and b. The "professional incident" takes place on or after the "retroactive date" and before the end of the "policy period"; and c. The "rectification expense" begins during the "policy period" and is incurred in order to prevent or mitigate "professional loss" that would otherwise lead to coverage under COVERAGE A: CONTRACTORS PROFESSIONAL LIABILITY of this Policy; and d. During the "policy period" and prior to incurring any "rectification expense", the "insured" provides notice to us in writing that: 1. Identifies the "professional incident"; and 2. Sets forth the "insured's" proposed plan to mitigate "professional loss" caused by the "professional incident", including documentation supporting the reasonableness and necessity of the "insured's" proposed plan; and e. We approve all "rectification expense" in advance in writing; and f. The "insured" notifies us in writing of all "rectification expense" immediately after such expense is incurred. COVERAGE D: CONSTRUCTION JOB SITE POLLUTION 1. Insuring Agreement We will pay on behalf of the "insured" those sums of "pollution damages" the "insured" becomes legally obligated to pay as the result of a "claim" for "pollution injury", and related "claim expense", when: a. The "pollution injury" takes place during the "policy period"; and b. The "pollution injury" results from a "pollution incident" caused by "covered operations" or "completed operations" at a "construction job site". COVERAGE E: POLLUTION EMERGENCY MITIGATION EXPENSE 1. Insuring Agreement We will indemnify an "insured" for "emergency mitigation expense" incurred by the "insured" as the result of a "pollution incident" when: a. The "pollution incident" is caused by "covered operations" or "completed operations" at a "construction jobsite"; and b. The "pollution incident" first commences during the "policy period"; and c. The "insured" first discovers the "pollution incident" during the "policy period" and reports such "pollution incident" to us within ten (10) days of discovery; and Page 2 of 24 Form CL 00 05 10 15 d. The "insured" incurs "emergency mitigation expense" to prevent an imminent and substantial threat of "pollution injury", but only on an emergency basis and where delay on the part of an "insured" would cause "pollution injury" or would significantly increase the cost of responding to a "pollution incident' covered under this Policy; and e. The "insured" notifies us in writing of all "emergency mitigation expense" immediately after the emergency ends. For purposes of this Coverage Part, an emergency ends when there is no longer an imminent and substantial threat of "pollution injury" or twenty (20) days after the "pollution incident' first commences, whichever is sooner. COVERAGE F: CONSTRUCTION RELATED TRANSPORTATION POLLUTION 1. Insuring Agreement We will pay on behalf of the "insured" those sums of "pollution damages" the "insured" becomes legally obligated to pay as the result of a "claim" for "pollution injury", and related "claim expense", when: a. The "pollution injury" takes place during the "policy period"; and b. The "pollution injury" results from a "pollution incident' caused by "transportation" to or from a "construction jobsite" or to or from a "covered owned location". COVERAGE G: NON -OWNED DISPOSAL SITE POLLUTION 1. Insuring Agreement We will pay on behalf of the "insured" those sums of "pollution damages" the "insured" becomes legally obligated to pay as the result of a "claim" for "pollution injury", and related "claim expense", when: a. The "pollution injury" takes place during the "policy period"; and b. The "pollution injury" results from a "pollution incident' on, at, under or migrating from a "non -owned disposal site"; and c. The "pollution incident' is caused by waste or materials that originate from a "covered owned location" or that were generated by "covered operations" at a "construction job site". COVERAGE H: POLLUTION LEGAL LIABILITY — COVERED OWNED LOCATION (CLAIMS MADE AND REPORTED COVERAGE PART) 1. Insuring Agreement We will pay on behalf of the "insured" those sums of "pollution damages" the "insured" becomes legally obligated to pay as the result of a "claim" for "pollution injury", and related "claim expense", when: a. The "pollution injury" takes place during the "policy period"; and b. The "pollution injury" results from a "pollution incident' on, at, under or migrating from a "covered owned location"; and c. The "pollution incident' begins abruptly during the "policy period" and ends in its entirety within a period of ten (10) consecutive days. For purposes of this Coverage Part, a "pollution incident' ends when the discharge, dispersal, release, seepage, migration or escape of "pollutants" completely ceases; and d. The "claim" is first made during the "policy period"; and e. The "insured" notifies us of the "claim" in writing during the "policy period" or any applicable "extended reporting period". SECTION II - SUPPLEMENTAL COVERAGES Coverage is provided under the following Supplemental Coverages only if Limits of Insurance for the applicable Supplemental Coverage are shown in the Declarations. These Supplemental Coverages reduce the Policy Aggregate Limit of Insurance, but are not subject to a separate "self -insured retention" as set forth more fully in SECTION IV - LIMITS OF INSURANCE AND SELF -INSURED RETENTIONS. 1. Supplemental Coverages Available in Connection with all Coverage Parts except COVERAGE B: CONTRACTORS PROTECTIVE INDEMNITY. Form CL 00 05 10 15 Page 3 of 24 a. Litigation Attendance Expense Upon written request by the first Named Insured, we will reimburse the first Named Insured's actual loss of earnings and reasonable expenses incurred due to an "insured's" attendance at a hearing, deposition, trial or administrative proceeding in the course of defending a "claim" covered under this Policy. b. Subpoena Expense Upon written request by the first Named Insured, we will retain counsel for an "insured" and pay such counsel's reasonable and necessary fees and expenses in defense of an "insured" regarding the production of documents and the preparation for and giving of testimony in response to a subpoena first served on an "insured" during the "policy period" and arising from a "professional incident" or "pollution incident" covered under this Policy. c. Corporate Reputation Rehabilitation Expense Upon written request by the first Named Insured, we will reimburse the first Named Insured for reasonable and necessary fees and expenses approved in advance by us in writing and charged by a public relations firm to restore an "insured's" corporate reputation that is damaged as a result of a "professional incident" or "pollution incident" covered under this Policy. Prior to approval, we have the right to require the public relations firm to have minimum professional certifications and qualifications in this field. 2. Additional Supplemental Coverages Available in Connection with COVERAGE A: CONTRACTORS PROFESSIONAL LIABILITY and COVERAGE C: PROFESSIONAL RECTIFICATION EXPENSE. a. Disciplinary Proceedings Expense Upon written request by the first Named Insured, we will retain legal counsel for an "insured" and pay such counsel's reasonable and necessary fees and expenses in defense of a disciplinary proceeding brought against the "insured" as a result of a "professional incident" covered under this Policy. The term disciplinary proceedings as used in this Supplemental Coverage does not include regulatory or administrative actions brought by governmental agencies under the Americans with Disabilities Act of 1980 (ADA) or the Fair Housing Act (FHA). b. ADA and FHA Proceedings Expense Upon written request by the first Named Insured, we will retain legal counsel for an "insured" and pay such counsel's reasonable and necessary fees and expenses in defense of a regulatory or administrative action brought against the "insured" by governmental agencies under the Americans with Disabilities Act of 1980 (ADA) or the Fair Housing Act (FHA) as the result of a "professional incident" covered under this Policy. SECTION III - EXCLUSIONS The following exclusions apply to all Coverage Parts, Supplemental Coverages and any other coverage provided by endorsement to this Policy. This insurance does not apply to any "pollution injury", "pollution damages", "emergency mitigation expense", "professional loss", "protective loss", "rectification expense", "claim expense", or expense under any Supplemental Coverage: 1. Pollution Incidents, Protective Incidents or Professional Incidents Communicated to Other Insurers Arising out of any "claim", "protective indemnity claim", "pollution incident", "protective incident" or "professional incident" that was reported or communicated by any "insured" to any insurance company before the inception date of the "policy period" shown in the Declarations. 2. Prior Knowledge Arising out of: a. Any "claim", "protective indemnity claim", "pollution incident", "protective incident" or "professional incident" and related "claim expense" known by a "responsible person" before the inception date of the "policy period" shown in the Declarations; or b. Facts, circumstances, or conditions known by a "responsible person" before the inception date of the "policy period" shown in the Declarations where a reasonable person would have foreseen that a "claim", "protective indemnity claim", "pollution incident", "protective incident" or "professional incident" and related "claim expense" would result, or "rectification expense" or "emergency mitigation expense" would be incurred. Page 4 of 24 Form CL 00 05 10 15 This exclusion does not apply to that portion of "pollution injury", "pollution damages", "emergency mitigation expense" or "claim expense" resulting from a "pollution incident" that existed prior to the "policy period" at a "construction jobsite" that is unintentionally exacerbated by the performance of "covered operations" during the "policy period". 3. Employer Liability and Workers Compensation Arising out of "bodily injury" to the employee of the "insured" or the employee of a parent, subsidiary or affiliate of an "insured", or to the spouse, domestic partner, child, parent, brother or sister of such employee, arising out of and in the course of: a. Employment by an "insured"; or b. Performing duties related to the conduct of an "insured's" business. This exclusion applies whether the "insured" may be liable as an employer or in any other capacity; and to any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to liability assumed by an "insured" through a written contract or agreement described in SECTION III - EXCLUSIONS, Paragraph 7.b. of this Policy. 4. Employment -Related Practices Arising out of any "employment -related practices", including but not limited to any "claims" alleging hostile work environment, violations of the Fair Labor Standards Act, the Davis -Bacon and Related Acts, the Service Contract Act, the Contract Work Hours and Safety Standards Act, the Family Medical Leave Act, or any prevailing wage acts, labor laws or similar statutes. This exclusion applies whether the "insured" may be liable as an employer or in any other capacity; and to any obligation to share damages with or repay someone else who must pay damages because of the injury. 5. Discrimination Arising out of any actual or alleged discrimination, humiliation, harassment or misconduct, including but not limited to that which is based on an individual's race, religion, color, gender, sexual preference or orientation, national origin, age, disability, or marital status. This exclusion does not apply to: a. "Professional loss"; or b. Expenses under SECTION II — SUPPLEMENTAL COVERAGES, Paragraph 2.b. 6. Fiduciary Liability Arising out of any involvement by an "insured" as: a. An officer, director, partner, member, trustee, employer or employee of any business entity or organization, or any charitable organization, or any pension, welfare, profit sharing, mutual or investment fund or trust; or b. A fiduciary under the Employee Retirement Income Security Act of 1974 and its amendments, or any regulation or order issued pursuant thereto, or any other employee benefit plan. 7. Contractual Liability Arising out of any liability assumed by an "insured" under any contract or agreement. This exclusion does not apply to: a. Liability the "insured" would have had in the absence of the contract or agreement; or b. Solely with regard to COVERAGE D: CONSTRUCTION JOB SITE POLLUTION, COVERAGE F: CONSTRUCTION RELATED TRANSPORTATION POLLUTION, AND COVERAGE G: NON -OWNED DISPOSAL SITE POLLUTION, a written contract or written agreement signed by an "insured" prior to the date the "pollution incident" first commenced, whereby the "insured" assumes the liability of another resulting from a "pollution incident", provided the assumption of liability does not include liability caused by the sole negligence of the other party. 8. Warranty/Guarantee Arising out of any express warranty or guarantee, except to the extent such liability would have attached by law in the absence of such express warranty or guarantee. Form CL 00 05 10 15 Page 5 of 24 9. Dishonesty, Fraud, Crimes Arising out of the "insured's" dishonest, negligent or fraudulent misrepresentation; or criminal, malicious, intentional or knowing wrongful act, error or omission; or those misrepresentations, acts, errors or omissions of an inherently harmful nature. This includes any fraud, wrongful or inherently harmful act, error or omission, or inherently harmful misrepresentation by an "insured" concerning: a. An "insured's" "covered professional services" or "covered operations"; b. "Design professional services" engaged or utilized by an "insured"; c. Any "claim" or "protective indemnity claim"; d. Any "professional incident", "protective incident" or "pollution incident"; or e. Any "pollution damages", "emergency mitigation expense", "professional loss", "protective loss", "rectification expense" or "claim expense". This exclusion does not apply to any other "insured" that did not commit, participate in, or have knowledge of such misrepresentation, act, error, or omission. 10. Intentional Non -Compliance Arising out of any "pollution incident", "protective incident" or "professional incident", or "pollution damages", "emergency mitigation expense", "professional loss", "protective loss" or "rectification expense" arising therefrom, that results from any "responsible person's" intentional, knowing, willful, deliberate, or dishonest non-compliance with any statute, regulation, ordinance, administrative complaint, notice of violation, notice letter, executive order, or instruction by or on behalf of any governmental agent, representative or body. This exclusion does not apply to any other "insured" that did not commit, participate in, or have knowledge of such intentional non-compliance. 11. Claims By Related Persons or Entities Arising out of any "claim" made by an entity or individual against an "insured", or any "protective indemnity claim" made by an "insured" against a "design professional" when: a. The entity or individual making the "claim", or the "design professional" against whom the "protective indemnity claim" is made, wholly or partially owns, operates or manages the "insured"; or b. The "insured" has a direct or indirect ownership interest of forty-nine percent (49%) or more in the entity or individual making the "claim", or the "design professional" against whom the "protective indemnity claim"; or c. The "insured" controls, manages, or operates the entity or individual making the "claim", or the "design professional" against whom the "protective indemnity claim" is made; or d. The entity or individual making the "claim", or the "design professional" against whom the "protective indemnity claim" is made, shares at least forty-nine percent (49%) common ownership with the "insured". 12. Claims Between Insureds Arising out of any "claim" or "protective indemnity claim" made by an "insured" against any other "insured". This exclusion does not apply to a "claim" made against an "insured" by an "additional insured" resulting from "covered operations" or "completed operations" at a "construction jobsite", "transportation" to or from a "construction jobsite", or disposal of waste or materials generated at a "construction jobsite" performed by an "insured" or by those acting on behalf of an "insured". 13. Hostile Acts Arising out of war, terrorism, invasion, hostilities, acts of foreign enemies, civil war, rebellion, insurrection, military or usurped power, martial law, or confiscation by order of any government or public authority. This exclusion does not apply to "certified acts of terrorism". 14. Nuclear Material Arising out of any "nuclear material" or hazardous properties thereof, including but not limited to any harmful, deleterious, radioactive, toxic or explosive properties of or from "nuclear materials". This exclusion does not apply to "low-level radioactive waste". Page 6 of 24 Form CL 00 05 10 15 15. Faulty Workmanship Arising out of any repair or replacement of incorrectly performed, defective or faulty work, or faulty workmanship, assembly, construction, fabrication, installation, or remediation, if such work, workmanship, construction, fabrication, installation, or remediation was performed in whole or part by any "insured". This exclusion does not apply to: a. "Emergency mitigation expense" or "remediation costs" at a "construction jobsite"; b. "Professional loss"; c. "Protective loss"; or d. "Rectification expense". 16. Product Liability Arising out of any goods, materials or products that are designed, manufactured, sold, handled, distributed, altered or repaired and/or supplied by or on behalf of an "insured", or "design professional' or by others under license or trade name of an "insured" or "design professional', including any container thereof, any failure to warn, or any reliance upon a representation or warranty made at any time with respect to such goods, materials or products. This exclusion does not apply to: a. Goods, materials or products while they remain within the legal boundaries of a "covered owned location"; or b. Solely in connection with COVERAGE D: CONSTRUCTION JOBSITE POLLUTION, goods, materials or products installed, fabricated or repaired during the course of "covered operations" at a "construction jobsite" when such goods, materials, or products cause a "pollution incident'; or c. Computer software or programs developed by an "insured" in connection with "covered professional services" or "design professional services" for a specific project or customer and that are not available for general sale or distribution to the public. 17. Property/Bailee Liability To any property owned, leased or operated by, or in the care, custody, or control of an "insured". This exclusion does not apply to: a. "Property damage" to personal property that is owned, leased or operated by an "insured" in connection with "covered operations" performed at a "construction jobsite" or "covered professional services", when such "property damage" results from an attempt to avoid or mitigate "professional loss", "protective loss", "pollution injury" or "pollution damages" covered under this Policy, and is approved in advance by us in writing; or b. "Additional insureds" property; or c. The real property upon which a "construction job site" is located; or d. The real property upon which a "covered owned location" is located. 18. Expected or Intended Arising out of any "pollution incident', "protective incident' or "professional incident' that is or was expected or intended from the standpoint of an "insured". This exclusion does not apply to an "insured" that did not commit, participate in, or have knowledge of such expected or intended "pollution incident', "protective incident' or "professional incident'. The following additional exclusion applies to COVERAGE A: CONTRACTORS PROFESSIONAL LIABILITY, COVERAGE B: CONTRACTORS PROTECTIVE INDEMNITY, and COVERAGE C: PROFESSIONAL RECTIFICATION EXPENSE. This insurance does not apply to any "professional loss", "protective loss", "rectification expense", "claim expense", or expense under any Supplemental Coverage: 19. Construction Contractor Operations Arising out of "bodily injury" or "property damage" resulting from any services within construction means, methods, techniques, sequences, or procedures employed by an "insured", or actual construction, erection or Form CL 00 05 10 15 Page 7 of 24 fabrication performed by an "insured", in connection with the "insured's" operations in the "insured's" capacity as a construction contractor. The following additional exclusions apply to COVERAGE B: CONTRACTORS PROTECTIVE INDEMNITY. This insurance does not apply to: 20. Cost or Expense for "Protective Indemnity Claims" Any attorney's fees or other cost or expense incurred by an "insured" associated in any way with initiating, prosecuting or resolving a "protective indemnity claim". 21. Procedural Default Any "protective loss" arising out of a "design professional's" failure to plead, answer, respond to discovery, or other procedural default in connection with a "protective indemnity claim." This exclusion does not apply to the amount of "protective loss" to which we agree in advance in writing that the "insured" would have been entitled to recover from the "design professional" had the procedural default not taken place. The following additional exclusions apply to COVERAGE D: CONSTRUCTION JOB SITE POLLUTION; COVERAGE E: POLLUTION EMERGENCY MITIGATION EXPENSE; COVERAGE F: CONSTRUCTION RELATED TRANSPORTATION POLLUTION; COVERAGE G: NON -OWNED DISPOSAL SITE POLLUTION; AND COVERAGE H: POLLUTION LEGAL LIABILITY — COVERED OWNED LOCATION. This insurance does not apply to any "pollution injury", "pollution damages", "emergency mitigation expense", "claim expense", expense under any Supplemental Coverage, or any other loss, damage or injury: 22. Transportation Arising out of any "transportation" or the ownership, use, operation, maintenance, loading and unloading of any "auto", aircraft, watercraft, rolling stock, vessel or any other form of "transportation", including any cargo, waste, contaminants, "pollutants", or other materials carried thereby, beyond the boundaries of a "construction jobsite" or beyond the boundaries of a "covered owned location". This exclusion does not apply to "transportation" when a Limit of Insurance for COVERAGE F: CONSTRUCTION RELATED TRANSPORTATION POLLUTION is shown in the Declarations. 23. Disposal That takes place after final delivery or arises out of the disposal or abandonment of cargo, waste, contaminants, "pollutants", or other materials or substances. This exclusion does not apply to a "non -owned disposal site" when a Limit of Insurance for COVERAGE G: NON -OWNED DISPOSAL SITE POLLUTION is shown in the Declarations. The following additional exclusions apply to COVERAGE H: POLLUTION LEGAL LIABILITY — COVERED OWNED LOCATION. This insurance does not apply to any "pollution injury", "pollution damages", "claim expense", expense under any Supplemental Coverage, or any other loss, damage or injury: 24. Underground Storage Tank at a Covered Owned Location Arising out of, caused by, or related to any "underground storage tank" at or on a "covered owned location". This exclusion does not apply to an "underground storage tank": a. That is closed, abandoned in place, or removed, in accordance with all applicable federal, state, or provincial regulations, prior to the inception of the "policy period"; or b. The existence of which is unknown by all "responsible persons" prior to the inception of the "policy period"; or c. That is located in an underground area, such as a basement, mine shaft or tunnel, when situated above the surface of the floor. 25. Asbestos Hazard at a Covered Owned Location a. Arising out of or relating to, in whole or in part, any "asbestos hazard" at a "covered owned location", including any "pollution injury", "pollution damages", judgments, settlements, loss, costs or expenses that may be awarded or incurred by reason of any "claim" alleging actual or threatened injury or damage of Page 8 of 24 Form CL 00 05 10 15 any nature or kind to persons or property which would not have occurred in whole or in part but for the "asbestos hazard"; or arising out of any request, demand, order or statutory or regulatory requirement that an "insured" or others: 1. Identify, abate, test for, sample, monitor, clean up, remove, cover, encapsulate, contain, treat, detoxify, decontaminate, neutralize or mitigate or in any way respond to or assess the effects of an "asbestos hazard"; or 2. As a result of an "asbestos hazard", repair, replace or improve any property; or b. Arising out of any "claim" or "suit" for "pollution injury" or "pollution damages" because of testing for, monitoring, cleaning up, removing, encapsulating, containing, treating, detoxifying or neutralizing or in any way responding to or assessing the effects of an "asbestos hazard". This exclusion does not apply to "property damage" or "remediation costs" of any "asbestos hazard" in soil or any watercourse or body of water, including groundwater. 26. Lead -Based Paint at a Covered Owned Location Arising out of any lead -based paint in, on, or applied to any building or other structure at a "covered owned location". This exclusion does not apply to lead -based paint in soil or in any watercourse or body of water, including groundwater. 27. New Pollution Conditions at Divested Locations Arising out of any "pollution incident" on, at, under or migrating from a "covered owned location" if the "pollution incident" first begins after such "covered owned location" is sold, given away, divested or abandoned by the "insured", or condemned. 28. Difference in Use at a Covered Owned Location Arising out of any difference in the use of or operations performed at a "covered owned location" from the use or operations disclosed to us in writing prior to the date the "covered owned location" became insured by this Policy when such difference increases the likelihood, severity, or potential severity of a "pollution incident' or "claim". SECTION IV - LIMITS OF INSURANCE AND SELF -INSURED RETENTIONS 1. The Most We Will Pay The Limits of Insurance shown in the Declarations or any endorsements to this Policy and the rules below fix the most we will pay regardless of the number of: a. "Insureds"; b. "Covered owned locations"; c. "Construction job site"; d. "Covered operations"; e. "Completed operations"; f. "Pollution incidents"; g. "Pollution injuries"; h. "Covered professional services"; i. "Professional incidents"; j. "Protective incidents"; k. "Claims" made or "suits" brought; I. "Protective indemnity claims" made or brought; m. Persons or organizations making "claims", "protective indemnity claims" or bringing "suits"; or n. "Additional insureds". 2. Related Incidents For purposes of this Policy: a. The same or related or repeated or continuous "pollution incident' at any one "construction job site" or at any one "covered owned location" shall be deemed to be a single "pollution incident' regardless of the Form CL 00 05 10 15 Page 9 of 24 length of time the "pollution incident" continues or any intervening cause or incident that exacerbates the existing "pollution incident"; and b. All "professional loss", "protective loss" or "rectification expense" resulting from the same or related "covered professional services", or the same or related "design professional services", or any fact, circumstance, situation, event, transaction, goal, motive, methodology, or cause or series of causally connected facts, circumstances, situations, events, transactions, goals, motives, methodologies, or causes, shall be deemed to result from a single "professional incident" or "protective incident", regardless of the number of "claims", "protective indemnity claims" or requests for "rectification expense" that are made, or any intervening cause or incident that exacerbates or increases such "professional loss", "protective loss" or "rectification expense". 3. Policy Aggregate Limit of Insurance The Policy Aggregate Limit of Insurance is the most we will pay under this Policy for the sum of all "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, any expense under any Supplemental Coverage, and any amounts paid for other coverage afforded under this Policy by endorsement. The Policy Aggregate Limit of Insurance is reduced by our payment of "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, any expense under any Supplemental Coverage, and any amounts paid for other coverage afforded under this Policy by endorsement. The most we will pay under this Policy shall not exceed the Policy Aggregate Limit of Liability plus any applicable Claim Expense Extension Limit(s). 4. Coverage Part Aggregate Limit of Insurance Subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraph 3. Policy Aggregate Limit of Insurance above, the Coverage Part Aggregate Limit of Insurance is the most we will pay under each respective Coverage Part for the sum of all "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage afforded under the Coverage Part by endorsement. The Coverage Part Aggregate Limit of Insurance is reduced by our payment of "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage afforded under the applicable Coverage Part by endorsement. The most we will pay under any one Coverage Part shall not exceed the Coverage Part Aggregate Limit of Insurance applicable to that Coverage Part plus any applicable Claim Expense Extension Limit(s). 5. Each Pollution Incident Limit of Insurance Subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraphs 3. Policy Aggregate Limit of Insurance and 4. Coverage Part Aggregate Limit of Insurance above, the Each Pollution Incident Limit of Insurance is the most we will pay for the sum of all "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage provided by endorsement to this Policy, arising out of a "pollution incident". The Each Pollution Incident Limit of Insurance is reduced by our payment of "pollution damages", "emergency mitigation expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage provided by endorsement to this Policy arising out of a "pollution incident". The most we will pay arising out of a "pollution incident" shall not exceed the Each Pollution Incident Limit of Insurance applicable to that particular Coverage Part plus any applicable Claim Expense Extension Limit. 6. Each Professional Incident Limit of Insurance Subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraphs 3. Policy Aggregate Limit of Insurance and 4. Coverage Part Aggregate Limit of Insurance above, the Each Professional Incident Limit of Insurance is the most we will pay for the sum of all "professional loss", "rectification expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage provided by endorsement to this Policy arising out of a "professional incident". The Each Professional Incident Limit of Insurance is reduced by our payment of all "professional loss", "rectification expense", "claim expense" in excess of any applicable Claim Expense Extension Limit, and any amounts paid for other coverage provided by endorsement to this Policy arising out of a "professional incident". The most Page 10 of 24 Form CL 00 05 10 15 we will pay arising out of a "professional incident" shall not exceed the Each Professional Incident Limit of Insurance applicable to that particular Coverage Part plus any applicable Claim Expense Extension Limit. 7. Each Protective Incident Limit of Insurance Subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraphs 3. Policy Aggregate Limit of Insurance and 4. Coverage Part Aggregate Limit of Insurance above, the Each Protective Incident Limit of Insurance is the most we will pay for the sum of all "protective loss", and any amounts paid for other coverage provided by endorsement to this Policy arising out of a "protective incident". The Each Protective Incident Limit of Insurance is reduced by our payment of all "protective loss" and any amounts paid for other coverage provided by endorsement to this Policy arising out of a "protective incident". The most we will pay arising out of a "protective incident" shall not exceed the Each Protective Incident Limit of Insurance. 8. Claim Expense Extension Limit The Claim Expense Extension Limit is an additional limit applicable to each "pollution incident" or "professional incident" covered under a Coverage Part to this Policy in which we agree to pay "claim expense", that shall be used solely and exclusively for the payment of "claim expense". When a "pollution incident" or "professional incident" is covered under this Policy pursuant to a Coverage Part in which we agree to pay "claim expense", the applicable Claim Expense Extension Limit shown in the Declarations, if any, will apply and become available solely for the payment of "claim expense". The "insured" shall not seek or be entitled to use any portion of the Claim Expense Extension Limit for indemnity under this Policy. Payment of "claim expense" shall reduce the Claim Expense Extension Limit. Payment of "claim expense" under a Claim Expense Extension Limit does not reduce any other Limit of Insurance applicable to the "pollution incident" or "professional incident" under this Policy. However, when the applicable Claim Expense Extension Limit has been exhausted, any further payment of "claim expense" in connection with that "pollution incident" or "professional incident" shall reduce all other applicable Limits of Insurance. Payment of "claim expense" under one or more Claim Expense Extension Limits within one Coverage Part shall not exceed 30% of the Coverage Part Aggregate Limit of Insurance. When payment of "claim expense" under one or more Claim Expense Extension Limits within one Coverage Part equals 30% of the Coverage Part Aggregate Limit of Insurance, the Claim Expense Extension Limits applicable to that Coverage Part immediately become null and void for all "pollution incidents" or "professional incidents" under that Coverage Part. Any additional "claim expense" paid under that Coverage Part for any "pollution incident" or "professional incident" shall reduce all applicable Limits of Insurance. Payment of "claim expense" under all Claim Expense Extension Limits under this Policy shall not exceed 30% of the Policy Aggregate Limit of Insurance. When payment of "claim expense" under one or more Claim Expense Extension Limits under this Policy equals 30% of the Policy Aggregate Limit of Insurance, the Claim Expense Extension Limits available under this Policy immediately become null and void for all "pollution incidents" or "professional incidents" under this Policy. Any additional "claim expense" paid under this Policy for any "pollution incident" or "professional incident" shall reduce all applicable Limits of Insurance. In the event that other any Limit of Insurance applicable to a "professional incident" or "pollution incident" is exhausted, any amount of Claim Expense Extension Limit still remaining for that "professional incident" or "pollution incident" becomes immediately null and void. The Claim Expense Extension Limit does not extend, modify, alter or change our obligations to defend a "claim" as set forth in SECTION V- CONDITIONS. This additional Claim Expense Extension Limit is subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraph 12. Self -Insured Retentions. 9. Supplemental Coverages Limits of Insurance Subject to SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraphs 3. Policy Aggregate Limit of Insurance and 4. Coverage Part Aggregate Limit of Insurance above, the Litigation Attendance Expense Limit, Subpoena Expense Limit, Corporate Rehabilitation Expense Limit, Disciplinary Proceeding Expense Limit, and ADA and FHA Proceedings Expense Limit is the most we will pay for the sum of all expenses paid under each Supplemental Coverage, respectively. Payment of expense under any Supplemental Coverage reduces the Policy Aggregate Limit of Insurance. Form CL 00 05 10 15 Page 11 of 24 10. When Two or More Coverage Parts Apply If a "pollution incident", "protective incident" or "professional incident", or any combination thereof, results in coverage under more than one Coverage Part of this Policy, only: a. The single highest Coverage Part Aggregate Limit; and b. The single highest Claim Expense Extension Limit, if any; and c. The single highest Each Pollution Incident Limit or Each Protective Incident or Each Professional Incident Limit; shall apply to that "pollution incident", "protective incident", "professional incident", or any combination thereof. Notwithstanding anything to the contrary in this Policy or any other policy issued by us, under no circumstances will more than one Coverage Part Aggregate Limit of Insurance, Claim Expense Extension Limit if any, or Each Pollution Incident Limit of Insurance, Each Protective Incident Limit of Insurance or Each Professional Incident Limit of Insurance apply to any "professional incident", "protective incident', "pollution incident', or any combination thereof, under this Policy. 11. Insurance Under Multiple Policies Issued By Us a. Pollution Notwithstanding anything to the contrary in this Policy or any other policy issued by us, under no circumstances will more than one policy issued by us apply to any "claim" that: 1. Arises out of the same, related, repeated, or continuous "pollution incident'; or 2. Arises out of "pollution injury" that takes place or continues through more than one policy period of two or more policies (including this Policy) issued by us. The only policy issued by us that will respond to a "claim" as described in SECTION IV - LIMITS AND SELF -INSURED RETENTIONS, Paragraphs 11.a.1. and 11.a.2. is the policy in effect when the "pollution injury" first commenced, if any. If the date the "pollution injury" first commenced is prior to the beginning of the policy term of the first policy issued by us, then such "pollution injury" shall be deemed to have taken place entirely prior to the "policy period" and this Policy shall not respond. If the date the "pollution injury" first commenced cannot be determined, then such "pollution injury" shall be deemed to have taken place only on the first day of the policy term of the first policy issued by us. This SECTION IV. LIMITS OF INSURANCE AND SELF INSURED RETENTIONS, Paragraph 11.a. applies only when covered "pollution injury" takes place during the term of more than one policy issued by us. Nothing set forth herein modifies, alters or changes coverage an "insured" may have under policies issued by insurance companies other than us or the conditions set forth in SECTION V - CONDITIONS Paragraph 18. Other Insurance of this Policy. Nothing set forth herein shall prejudice or preclude us or the "insured" from recovering or obtaining reimbursement, contribution, or other recovery of any kind for a "claim", "pollution injury", "pollution incident' or "pollution damages" from insurance issued by companies other than us. b. Professional and Protective Notwithstanding anything to the contrary in this Policy or any other policy issued by us, under no circumstances will more than one policy issued by us apply to any "claim", "protective indemnity claim" or "rectification expense" that: 1. Arises out of the same, related, repeated, or continuous "professional incident' or "protective incident'; or 2. Arises out of "professional loss", "protective loss" or "rectification expense" that takes place or continues through more than one policy period of two or more policies (including this Policy) issued by us. The only policy issued by us that will respond to "professional loss", "protective loss", 'rectification expense", or a "claim" or "protective indemnity claim" as described in SECTION IV - LIMITS AND SELF - INSURED RETENTIONS, Paragraphs 11.b.1. and 11.b.2, is the policy in effect on the date when first "claim", "protective indemnity claim" or request for 'rectification expense" arising out of a single "professional incident" or "protective incident' is made. This SECTION IV. LIMITS OF INSURANCE AND SELF INSURED RETENTIONS, Paragraph 11.b. applies only when covered "professional loss", "protective loss" or "rectification expense" takes place Page 12 of 24 Form CL 00 05 10 15 during the term of more than one policy issued by us. Nothing set forth herein modifies, alters or changes coverage an "insured" may have under policies issued by insurance companies other than us or the conditions set forth in SECTION V - CONDITIONS Paragraph 18., Other Insurance of this Policy. Nothing set forth herein shall prejudice or preclude us or the "insured" from recovering or obtaining reimbursement, contribution, or other recovery of any kind for a "claim", "protective indemnity claim", or "rectification expense" from insurance issued by companies other than us. 12. Self -Insured Retentions a. Our liability and obligation to pay "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", "claim expense", or amounts for any other coverage afforded under this Policy by endorsement attaches when the applicable "self -insured retention" has been exhausted through payment(s) made in legal currency for "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", or "claim expense". The applicable "self -insured retentions" are shown in the Declarations or on an endorsement to this Policy. This provision does not apply to any Supplemental Coverage. b. The "self -insured retention" applies separately to each "pollution incident", "protective incident" or "professional incident". The applicable "self -insured retention" may vary by Coverage Part. c. The Claim Expense Extension Limit is subject to the "self -insured retention" otherwise applicable to the "pollution incident" or "professional incident". No separate "self -insured retention" applies to the Claim Expense Extension Limit. d. If a "pollution incident", "protective incident", "professional incident", or combination thereof, results in coverage under more than one Coverage Part or coverage provided by endorsement to this Policy, only the single highest "self -insured retention" shall apply to that "pollution incident", "protective incident" or "professional incident", or combination thereof. e. The first Named Insured is responsible for payment of all "self -insured retentions". In the event that we pay any portion of "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", or "claim expense" within an applicable "self -insured retention", the first Named Insured shall immediately reimburse us for such amounts paid. The "self -insured retention" shall not be insured without an endorsement to this Policy reflecting our consent. The first Named Insured's obligation to pay or reimburse any applicable "self -insured retention" shall not be reduced by: 1. The payment of any deductible amount, any participation of an "insured" or any amount retained by an "insured" under any other policy of insurance for any related or unrelated "claim", "protective indemnity claim", "professional incident", "protective incident", "pollution injury", "pollution incident", or any insurance in place before or after the "policy period"; or 2. Any payment made on an "insured's" behalf by another, including any payment from any other applicable insurance or "design professional insurance"; or 3. Any "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense", or "claim expense" not covered under this Policy. We shall have no obligation or duty to defend any "insured" or "additional insured" unless and until the applicable "self -insured retention" is paid by the first Named Insured or paid by us and immediately reimbursed by the first Named Insured upon our request. SECTION V - CONDITIONS 1. Discovery Clause (CLAIMS MADE AND REPORTED COVERAGES) SECTION V — CONDITIONS, Paragraph 1. Discovery Clause applies to any Coverage Part or endorsement to this Policy issued on a Claims Made and Reported basis. If during the "policy period" or any applicable "extended reporting period", an "insured" first becomes aware of a "pollution incident", "protective incident" or "professional incident" and during the "policy period" or any applicable "extended reporting period" gives written notice to us of the: a. "Professional incident", "protective incident", or "pollution incident", and b. "Professional loss", "protective loss", "pollution injury", or "pollution damages" that resulted or may result from such "professional incident", "protective incident" or "pollution incident", and c. Circumstances under which such "insured" first became aware of such "professional incident", "protective incident" or "pollution incident"; Form CL 00 05 10 15 Page 13 of 24 then any "claim" resulting from such "professional incident" or "pollution incident", or "protective indemnity claim" resulting from such "protective incident", will be deemed for the purposes of this insurance to have been made on the date on which written notice was given to us. 2. Reporting Clauses Reporting should be sent to us at the reporting address provided with this Policy. As a condition precedent to coverage hereunder: a. The "insured" must provide a copy of any "claim" or "protective indemnity claim", if in writing, and specify in its report to us: the name(s) and address(es) of the "insured" reporting the "claim" or "protective indemnity claim", the person(s) or entity(ies) making the "claim" or "protective indemnity claim" and the person(s) or entity(ies) against whom the "claim" or "protective indemnity claim" is made; when the "claim" or "protective indemnity claim" was made; the "professional incident", "protective incident" or "pollution incident" that is the subject of the "claim"; and any other relevant facts or allegations known to the "insured". b. Additional Reporting Provisions for Claims Made and Reported Coverages For any "claim" under a Coverage Part or endorsement to this Policy issued on a Claims Made and Reported basis, the "insured" must report the "claim" to us in writing as soon as practicable and during the "policy period" or any applicable "extended reporting period". c. Additional Reporting Provisions for COVERAGE E: POLLUTION EMERGENCY MITIGATION EXPENSE The "insured" must report the "pollution incident" giving rise to any "emergency mitigation expense" to us orally or in writing as soon as practicable but in no event later than ten (10) days of discovery of the "pollution incident". d. Additional Reporting Provisions for COVERAGE C: PROFESSIONAL RECTIFICATION EXPENSE The "insured" must report the "professional incident" giving rise to "rectification expense" to us in writing as soon as practicable and before the end of the "policy period". e. Additional Reporting Provisions for Other Coverage Parts and Supplemental Coverages The "insured" must report the "claim" to us orally or in writing as soon as practicable. 3. Defense of Claim Subject to SECTION IV - LIMITS OF INSURANCE AND SELF -INSURED RETENTIONS: a. We will have the right and duty to defend any "claim" to which this insurance applies, even if the allegations of the "claim" are groundless or false. b. We will have the right, but not the duty, to defend any "claim" within an applicable "self -insured retention", regardless of whether the "pollution damages", "professional loss", or "claim expense" arising from such "claim" will or will not exceed the applicable "self -insured retention. If we determine that such "claim" is not or would not be covered under the terms of this Policy, we will not be obligated to defend or continue to defend such "claim". c. We will have the right to control the defense of any "claim" set forth in SECTION V-CONDITIONS, Paragraphs 3.a., and 3.b. to the extent we exercise our right to defend, with counsel of our mutual agreement. If the "insured" and we cannot mutually agree on defense counsel, then we will have the final right to select defense counsel. Counsel selected by us will have the sole right and responsibility for defending such "claim". Notwithstanding the foregoing, in the event an "insured" is entitled to independent counsel pursuant to applicable state law, the rates and all other litigation expenses charged to or paid by us will be limited to the same rates and all other litigation expenses we would pay to counsel we retain in the ordinary course of business in the defense of similar "claims" in the community where the "claim" arose or is being defended. In addition, we may require that the independent counsel possess certain minimum qualifications and maintain adequate errors and omissions insurance coverage. The "insured" agrees to require its independent counsel to provide us with information concerning the "claim" in a timely manner, to respond to our requests for information concerning the "claim", and to comply with our reporting and billing guidelines. d. We may, where allowable by law, appoint one counsel to defend all the "insureds" under this Policy on a joint defense basis. e. All fees, expenses or costs paid in defense of any "claim", including fees, expenses or costs related to separate or independent counsel, shall be paid as "claim expense". Page 14 of 24 Form CL 00 05 10 15 f. Once any applicable Limit of Insurance has been exhausted, we will not be obligated to defend or continue to defend any "claim". However, this SECTION V — CONDITIONS, Paragraph 31 does not apply when an applicable Claim Expense Extension Limit has been exhausted. 4. Settlement of Claim The "insured" will not admit liability for or settle any "claim" without our prior written consent. If we recommend a monetary settlement of a "claim" that is acceptable to the claimant: a. For an amount within the "self -insured retention" and the "insured" refuses to settle for such recommended amount, we will not be liable for any "pollution damages", "professional loss" or "claim expense" in excess of the "self -insured retention". b. For a total amount in excess of the "self -insured retention" and within the applicable Limits of Insurance, and the "insured" refuses to settle for such recommended amount, then our duty to defend the "insured" in connection with a "claim" shall immediately cease and the "insured" shall thereafter negotiate or defend such "claim" independently of us; and our liability shall not exceed the amount for which the "claim" could have been settled if the "insured" accepted such settlement recommendation plus "claim expense" incurred up to the date of such refusal. 5. Monitoring of Protective Indemnity Claims We will have the right to monitor any "protective indemnity claim" covered under this Policy with counsel selected by us and at our own cost. 6. Assistance and Duties of an Insured a. An "insured" must: 1. Provide authorization to us to obtain records and other information; 2. Assist us in the enforcement of any right against any person or organization which may be liable to an "insured" for "professional loss", "protective loss", "rectification expense", "pollution injury", "pollution damages", "emergency mitigation expense", or "claim expense" to which this insurance may also apply; 3. Permit us to question the "insured" or any "responsible person" under oath at such times as may be reasonably required about any matter relating to this insurance, including books and records; 4. Immediately send us copies of any demands, notices, summonses or legal papers received in connection with any "claim", "pollution injury", "pollution incident", "professional incident" or "protective incident"; and 5. Cooperate with us in the investigation, settlement, or defense of any "claim". 6. Cooperate with us in the monitoring of any "protective indemnity claim". b. In connection with COVERAGE C: PROFESSIONAL RECTIFICATION EXPENSE AND COVERAGE E: POLLUTION EMERGENCY MITIGATION EXPENSE, an "insured" must also provide us with written receipts of any "emergency mitigation expense" or "rectification expense" incurred. c. In connection with COVERAGE B: CONTRACTOR'S PROTECTIVE INDEMNITY, an "insured": 1. Shall require that each "design professional" evidence professional liability insurance; and 2. Shall not accept any limitation of liability from a "design professional" without our express written consent, except when the limitation equals the limits of insurance the "insured" requires the "design professional" to procure or maintain as "design professional insurance". 7. Voluntary Payments No cost, charges, fees or expense shall be incurred nor payments made, obligations assumed or any "remediation costs" or "rectification expense" incurred by or on behalf of any "insured" other than an "additional insured" without our consent, which will not be unreasonably withheld. This provision does not apply to COVERAGE E: POLLUTION EMERGENCY MITIGATION EXPENSE. 8. Cancellation and Non -Renewal a. The Policy may be cancelled by the first Named Insured by mailing to us written notice stating the date that the cancellation will be effective. The mailing of such notice must be sent certified mail, return receipt Form CL 00 05 10 15 Page 15 of 24 requested. The effective date and time of cancellation stated in the written notice will be the end of the "policy period". b. In event of cancellation by the first Named Insured, return premium shall be computed in accordance with the customary short rate table after applying the minimum earned premium shown in the Declarations, which shall be retained. If a "claim" or "protective indemnity claim" is made, or a "professional incident", "protective incident" "pollution injury" or "pollution incident" takes place for which coverage is sought under this Policy, the total Policy premium shall be considered fully earned by us and will not be returned upon cancellation. c. This Policy may be cancelled by us by mailing written notice of cancellation to the first Named Insured at the address shown in the Declarations not less than ninety (90) days (or ten (10) days for non-payment of premium) before the effective date of the cancellation. The mailing of such notice shall be sufficient proof of notice of cancellation. The effective date and time of cancellation stated in the written notice will be the end of the "policy period". The Policy is subject to cancellation for the following reasons: 1. Non-payment of premium; or 2. Asset forth in SECTION V: CONDITIONS, Paragraph 10. Undisclosed Material Risk. d. This Policy may be non -renewed by us by mailing written notice of non -renewal to the first Named Insured at the address shown in the Declarations not less than ninety (90) days before the effective date of the non -renewal. The mailing of such notice shall be sufficient proof of notice of non -renewal. 9. Representations By accepting this Policy, all "insureds" agree that: a. We have relied on the representations in the "application" and any other supplemental materials and information submitted to us in connection with the "application" or the Policy; and b. Such representations are material to the acceptance of the risk or the hazard assumed by us under this insurance; and c. This Policy is issued in reliance upon the truth of such, and all such representations are the basis of coverage under this Policy. 10. Undisclosed Material Risk We may modify, amend or delete any of the terms and conditions of this Policy including charging additional premium or cancelling, rescinding or voiding this Policy if we discover any material risk, hazard or condition that was not previously disclosed in the "application" or other supplemental materials, or which deviates from the information disclosed in the "application" or other supplemental materials. In the event that we elect to cancel, rescind or void this Policy, this insurance in its entirety will be of no effect whatsoever and will be deemed to be a single unitary contract for all "insureds", and not a severable contract of insurance or a series of individual insurance contracts with respect to each "insured". 11. Subrogation In the event of any payment under this Policy, an "insured" will execute and deliver all requested instruments and papers to us and take whatever other actions are reasonably necessary and requested by us to exercise our rights of subrogation. An "insured" will do nothing to waive or prejudice our rights of subrogation. We will have priority over an "insured" in allocation of any recovery, and any amounts recovered in excess of our total payment and our cost of recovery will be paid to the "insured". The Policy Aggregate Limit of Insurance will be reinstated by the amount recovered by us, less our cost of recovery. Solely with regard to COVERAGE D: CONSTRUCTION JOB SITE POLLUTION; COVERAGE F: CONSTRUCTION RELATED TRANSPORTATION POLLUTION; and COVERAGE G: NON -OWNED DISPOSAL SITE POLLUTION, we waive our rights of subrogation under this Policy to the extent such a waiver is required by written contract or written agreement executed by an "insured" prior to a "claim" or "pollution incident". 12. Action Against the Company No person or organization has a right under this Policy: a. To join us as a party or otherwise bring us into a "suit" asking for "professional loss", "protective loss", "rectification expense", "pollution damages", "emergency mitigation expense" "claim expense", or any other injury, loss or expense from an "insured"; or Page 16 of 24 Form CL 00 05 10 15 b. To sue us on this Policy, unless all of its terms have been fully complied with. A person or organization may sue us to recover on an "agreed settlement" or on a final judgment against an "insured"; but we will not be liable for "professional loss", "protective loss", "pollution damages", "rectification expense", "pollution damages", "emergency mitigation expense" or "claim expense" that is not payable under the terms of this Policy or that is in excess of the applicable Limits of Insurance provided in SECTION IV — LIMITS OF INSURANCE and SELF INSURED RETENTIONS and shown in the Declarations or on an endorsement to this Policy. 13. Bankruptcy of an "Insured" Bankruptcy or insolvency of an "insured" or an "insured's" estate will not relieve us of our obligations under this Policy. 14. Authorization Clause Except as otherwise expressly provided in this policy, the first Named Insured will be the sole agent of and will act on behalf of "insureds" for all purposes as to the Policy, including but not limited to the payment or reimbursement of any applicable "self -insured retention", payment or return of premium, receipt and acceptance of any endorsement issued to this Policy, providing and receiving notice of cancellation, termination, or non -renewal, making any change to the Policy, and the exercise or declining to exercise any right under this Policy, including the purchase of any Coverage Parts available under this Policy or any supplemental "extended reporting period" available for Coverage Parts provided on a Claims Made and Reported basis. 15. Severability of Policy Provisions If any material provision or clause of this Policy is declared illegal or unenforceable by any court of competent jurisdiction or by statute and cannot be modified to be enforceable, that provision will immediately become null and void leaving the remainder of this Policy in full force and effect. 16. Headings The descriptions in the headings of this Policy are solely for convenience and form no part of the terms and conditions of the Policy. 17. Separation of Insureds Except with respect to SECTION II - EXCLUSIONS, Paragraph 12. Claims Between Insureds; SECTION IV — LIMITS OF INSURANCE AND SELF -INSURED RETENTION; SECTION V —CONDITIONS, Paragraph 10. Undisclosed Material Risk, and any rights or duties specifically assigned in this Policy to the first Named Insured, this insurance applies: a. As if each "insured" were the only "insured"; and b. Separately to each "insured" against whom a "claim" is made. 18. Other Insurance a. This insurance is excess over all applicable "self -insured retentions" and all other insurance available to an "insured" regardless of the type of such other insurance, and whether such other insurance is primary, pro rata, contributory, excess, contingent, self -insured or otherwise, unless such other insurance is written specifically excess of this Policy by reference to this Policy's number in such excess policy's schedule of underlying insurance. b. Notwithstanding SECTION V - CONDITIONS, Paragraph 18.a. above, this insurance is excess over any "design professional's insurance" whether such other insurance is primary, contributory, excess, contingent, self -insured or otherwise, and regardless of whether such "design professional's insurance" is written specifically excess of this Policy by reference to this Policy's number in such excess policy's schedule of underlying insurance. c. The coverage afforded under this Policy for an "additional insured" is primary to any other insurance available to such "additional insured" when required by written contract or written agreement between the "insured" and the "additional insured" executed prior to a "claim" or "pollution incident" involving such "additional insured". However, to the extent that the "additional insured" is named as an additional insured on another insurance policy that also provides primary coverage, we shall share with that other insurance as follows: Form CL 00 05 10 15 Page 17 of 24 1. 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. 2. 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. d. An "insured" must submit all "claims", "professional incidents", "protective incidents", "pollution incidents" and "pollution injuries" for defense and indemnity to any other applicable or potentially applicable insurance. When any other insurance has a duty to defend a "claim", we will have no duty to pay "claim expense". If no such other insurance defends the "claim" and we have an obligation to pay "claim expense" under this insurance, we will have the right to control the defense of an "insured" with counsel of our mutual agreement as set forth in SECTION V — CONDITIONS, Paragraph 3. Defense of Claim. 19. Additional Insureds (Applicable to Coverage Parts D, F and G Only) This Policy extends coverage to "additional insureds" under COVERAGE D - CONSTRUCTION JOB SITE POLLUTION, COVERAGE F — CONSTRUCTION RELATED TRANSPORTATION POLLUTION, and COVERAGE G — NON -OWNED DISPOSAL SITE POLLUTION. Coverage for "additional insureds" is extended: a. Only when a Limit of Insurance for such Coverage Part is shown in the Declarations; and b. With respect to the "additional insured's" liability resulting solely from "covered operations" or "completed operations" at a "construction jobsite", "transportation" to or from a "construction jobsite", or disposal of waste or materials generated at a "construction jobsite" performed by an "insured" or by those acting on behalf of an "insured" other than the "additional insured"; and c. Only for the period of time required by the written contract or written agreement, or written permit or written license, between the "insured" and "additional insured". Coverage for "additional insureds" shall not exceed the lesser of the applicable Limit of Insurance available under this Policy or the Limit of Insurance required by written contract or written agreement, or written permit or written license, between the "insured" and the "additional insured." If coverage under this Policy is extended to an "additional insured" under this SECTION V - CONDITIONS, Paragraph 19., subject to all limitations set forth herein, the "additional insured" will be deemed an "insured" under this Policy. SECTION VI — EXTENDED REPORTING PERIODS (CLAIMS MADE AND REPORTED COVERAGES) This Section applies to any Coverage Part or endorsement to this Policy issued on a Claims Made and Reported basis. 1. Basic Extended Reporting Period We will provide a basic "extended reporting period", as described below, if: a. This Policy is canceled or not renewed by us for any reason other than nonpayment of premium, fraud or misrepresentation; or b. We renew or replace this Policy with insurance that does not apply to "claims", "protective indemnity claims", "professional incidents", "pollution incidents" or "pollution injury" that would be covered under this Policy. c. Subject to SECTION VI — EXTENDED REPORTING PERIODS, Paragraphs la. and 1b. above, a basic "extended reporting period" is automatically provided without additional charge. This period starts with the end of the "policy period" and lasts for 90 days. The basic "extended reporting period" does not apply to "claims", "protective indemnity claims", "professional incidents", or "pollution incidents" that are covered under any subsequent insurance providing coverage to an "insured", or that would be covered by the subsequent insurance, except for exhaustion of limits. 2. Supplemental Extended Reporting Period We will provide a supplemental "extended reporting period" at the written request of the first Named Insured made no later than 60 days after the end of the "policy period." The supplemental "extended reporting period" will be provided by endorsement to this Policy for an additional premium charge. The endorsement shall set forth all terms and conditions applicable to the supplemental "extended reporting period". Page 18 of 24 Form CL 00 05 10 15 The supplemental "extended reporting period" begins when the "policy period" ends and runs concurrently with the basic "extended reporting period". The supplemental "extended reporting period" will not go into effect unless the first Named Insured pays the additional premium promptly when due. The additional premium for the supplemental "extended reporting period" will be calculated as a percentage of the annual premium for this policy as follows: a. 100% of the annual premium for twelve (12) months; b. 150% for twenty-four (24) months; or c. 200% for thirty-six (36) months. Any monies received for payment for the supplemental "extended reporting period" will first be applied to the premium owed for the Policy itself. The entire additional premium for any supplemental "extended reporting period" shall be deemed fully earned at the commencement of such supplemental "extended reporting period". In the event the first Named Insured terminates the supplemental "extended reporting period" before its term for any reason, we shall not be obligated to return any portion of the additional premium. 3. Additional Conditions for Extended Reporting Periods The basic and supplemental "extended reporting periods" apply only to extend the period of time that a "claim" or a "protective indemnity claim", may be reported under this Policy, and do not extend the "policy period" or broaden the scope of coverage provided by this Policy. The basic or supplemental "extended reporting periods" do not reinstate or increase any Limits of Insurance available under this Policy. SECTION VII - DEFINITIONS Words stated in the singular will be construed as applying in the plural and vice versa. For purposes of this Policy: 1. "Additional insured" means the person, organization, or entity that hires the "insured" directly and through a written contract or written agreement, or written permit or written license, to perform "covered operations" and for whom the "insured" renders such services, when the "insured" has agreed in a written contract or written agreement to provide additional insured coverage under this Policy to such individual or entity, provided that the "pollution incident" first commences subsequent to the execution of the contract or agreement. 2. "Additional named insured" means any person, organization, or entity identified as an "additional named insured" in an endorsement to this Policy and subject to the terms and conditions of that endorsement. 3. "Agreed settlement" means a settlement and release of liability signed by us, an "insured" or a legal representative thereof, and the claimant or the claimant's legal representative. 4. "Application" means the application for this Policy, including any materials or information submitted therewith or made available to us during the underwriting process. In addition, "application" includes any warranty, representation, or other statement provided to us by or on behalf of any "insured" in connection with this Policy or any other policy or series of policies issued by us for which this Policy is a renewal or replacement. 5. "Asbestos hazard" means an exposure or threat of exposure to the actual or alleged properties of asbestos and includes the mere presence of asbestos in any form 6. "Auto" means a land motor vehicle, trailer, or semitrailer designed for travel on public roads, including any attached machinery or equipment. 7. "Bodily injury" means physical injury, sickness or disease sustained by a person, including death resulting therefrom, or mental anguish sustained by any person, or medical monitoring but only when such medical monitoring is a direct result of physical injury. 8. "Carrier" means a person or entity who transports material by "auto", aircraft, watercraft or rolling stock, but only if such person or entity is properly licensed to transport such material. 9. "Certified acts of terrorism" means an act that is certified by the Secretary of the Treasury, in accordance with the provisions of the Terrorism Risk Insurance Act (TRIA), to be act of terrorism under TRIA. 10. "Claim" means a demand or notice or assertion of a legal right alleging liability or responsibility on the part of an "insured" arising out of an actual or alleged "pollution incident" or "professional incident" including but not Form CL 00 05 10 15 Page 19 of 24 limited to a "suit", petition, demand for arbitration, demand for mediation, or governmental or regulatory action commenced against any "insured". "Claim" does not include a "protective indemnity claim", any request for information, or costs or expenses under any Supplemental Coverage. 11. "Claim expense" means all reasonable and necessary fees, costs, and expenses incurred in the investigation, adjustment, defense and appeal of a "claim", if incurred by us, by counsel retained by us including separate or independent counsel, or by an "insured" with our prior written consent. Such amounts may include premiums on appeal bonds, attachment bonds or any similar bonds; however, we are not obligated to apply for, secure or furnish any such bond. "Claim expense" does not include our salaries or the salaries of the "insured's" management or personnel, or the fees of independent adjusters. Amounts paid for settlement or resolution of a "claim" or to satisfy any contractual or legal fee -shifting obligation is not "claim expense". "Claim expense" does not include expense associated with "protective indemnity claims", or any "emergency mitigation expense" or "rectification expense". 12. "Completed operations" means "covered operations" that are completed. "Completed operations" do not include any "covered operations" that have not been completed or have otherwise been abandoned. "Covered operations" will be considered completed at the earliest of the following times: a. When all of the "covered operations" called for in the "insured's" contract have been completed. b. When all of the "insured's" "covered operations" to be performed at the "construction job site" has been completed, if the "insured's" contract calls for "covered operations" at more than one "construction job site". c. When that portion of the "insured's" "covered operations" done at a "construction job site" has been put to its intended use by any person or entity other than another contractor or subcontractor working on the same "construction job site". 13. "Construction job site" means: a. The location where an "insured" is conducting "covered operations" or has conducted "completed operations" for a construction project; or b. Any location that is rented leased or occupied (but not owned) by an "insured" and used on a temporary basis by an "insured" in connection with conducting "covered operations" for a construction project. "Construction job site" does not include a "covered owned location"; "non -owned disposal site"; or any premises, site or location that is or ever was owned or operated, or rented, leased, used or occupied by any "insured" or by a partnership, joint venture, or LLC in which any "insured" has participated, regardless of whether that premises, site or location was sold, given away, no longer used or abandoned, except as provided in SECTION VII — DEFINITIONS, Paragraph 13.b. above. 14. "Covered design services" means design, design assist, engineering or value engineering performed in the United States or Canada by an "insured". 15. "Covered operations" means those activities shown in the Declarations that are performed in the United States or Canada by or on behalf of an "insured". 16. "Covered owned location" means any location shown in the Declarations or on an endorsement to this Policy as a "covered owned location". 17. "Covered professional services" means those activities shown in the Declarations that are performed in the United States or Canada by an "insured" or by others for which an "insured" is legally liable. "Covered professional services" include "covered design services". 18. "Design professional" means those licensed, certified or otherwise legally qualified individuals or entities, including subcontractors or sub -consultants at any tier, retained by an "insured" to perform "design professional services". 19. "Design professional services" means services that: a. Are performed in the United States or Canada by the "design professional" or by others for which the "design professional" is legally liable; and b. The "design professional" agreed to perform pursuant to a written contract with an "insured"; and c. Are covered by the "design professional's insurance"; and Page 20 of 24 Form CL 00 05 10 15 d. Consist of architecture; engineering; interior design or space planning services; sprinkler design; fire protection design; life safety design; security system design; landscaping design; surveying; quantity surveying; material testing; economic, feasibility, technical consulting or technical studies or opinions, or scientific reviews; contract administration in the course of design services, light use, acoustical or signage design; software design for the purpose of operating or maintaining any building system; or design services to support Leadership in Energy and Environmental Design (LEED) certification for a construction project. 20. "Design professional's insurance" means all insurance policies which insure a "design professional" for liability arising out of those services set forth in SECTION VII — DEFINITONS, Paragraph 19.d. above. 21. "Emergency mitigation expense" means necessary and reasonable expenses incurred by an "insured" to abate, remove, or remediate a "pollution incident" on an immediate basis. 22. "Employment -related practices" means: a. Refusal to employ a person; b. Termination of a person's employment; or c. Employment or workplace practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation or discrimination directed at a person. 23. "Environmental damage" means physical injury to land, air, atmosphere, water, watercourse, body of water, or groundwater resulting in "remediation costs". 24. "Environmental law" means any federal, state, provincial or local laws (including, but not limited to, statutes, rules, regulations, ordinances, guidance documents, and governmental, judicial or administrative orders and directives) that are applicable to a "pollution incident". 25. "Environmental professional" means an individual designated by us who is certified or licensed in a recognized field of environmental science as required by a state board, or a professional association. 26. "Extended reporting period" means the basic extended reporting period and the supplemental extended reporting period set forth in Section VI — EXTENDED REPORTING PERIODS, Paragraphs 1. and 2. 27. "Green building materials" means building products or materials that are recognized by The Leadership in Energy and Environmental Design ("LEED") or Energy Star as being environmentally preferable or sustainable, or providing enhanced energy efficiency. 28. "Insured" means: a. The first Named Insured shown in the Declarations; b. Any "additional named insured" added to this Policy by endorsement; c. Any present or former partner, director, officer, manager, or member of the first Named Insured solely while acting within the scope of his/her duties as such; d. An "insured's" current or former employees including temporary and leased workers under the "insured's" supervision, but only for the acts within the scope of their employment or lease agreement; or e. Any joint venture that is not as the first Named Insured or an "additional named insured" on this Policy, in which the first Named Insured or an "additional named insured" is named as a co -venturer, but solely with regard to the "insured's" liability arising out of its "covered professional services", "covered operations" or "completed operations" provided under such joint venture; or f. Any person or entity that is specifically identified as an "insured" in the Declarations or by endorsement to this Policy; or g. Any entity in which the first Named Insured has a direct ownership interest of 50% or more, or has sole management control over as of the inception date of this Policy; or h. An "additional insured" only when Section V - CONDITIONS, Paragraph 19. Additional Insureds applies. 29. "Low-level radioactive waste" means waste as defined in Title 10 Code of Federal Regulations, Part 61.2; and/or material regulated by the United State Nuclear Regulatory Commission or an Agreement State under a Type A, B or C Specific License of Broad Scope as defined in Title 10 Code of Federal Regulations, part 33. 11. 30. "Microbial matter" means: a. Fungi or any form of fungus, including but not limited to mold, mildew, and yeast; b. Bacteria; or Form CL 00 05 10 15 Page 21 of 24 c. Dust, spores, odors, particulates or byproducts, including but not limited to mycotoxins and endotoxins, produced from or resulting from a. or b. above. 31. "Natural resource damage" means assessment of, physical injury to, destruction of, or resulting loss of value of land, fish, wildlife, biota, air, water, groundwater, drinking water supplies, and other such resources belonging to, managed by, held in trust by, appertaining to, or otherwise controlled by the United States (including the resources of the fishery conservation zone established by the Magnuson Stevens Fishery Conservation and Management Act 16 U.S.C. 1801 et seq.), any state, local, or provincial government, any foreign government, any Native American tribe, or, if such resources are subject to a trust restriction on alienation, any member of a Native American tribe. 32. "Non -owned disposal site" means a location used for the treatment, storage or disposal of waste or materials generated by "covered operations" at a "construction jobsite" or that originate from a "covered owned location" that: a. Was not listed on a proposed or final Federal National Priorities List or any state or provincial equivalent, or any superfund or hazardous waste list, prior to the treatment, storage or disposal of such waste or materials; and b. Is not or was not at any time owned, leased, managed or operated by an "insured", or any subsidiary or affiliate of an "insured", or any partnership, joint venture, or LLC in which any "insured" has participated; and c. Was permitted and/or licensed by any Federal, State, Local or Provincial authorities to accept such waste or materials as of the date of the treatment, storage or disposal of such waste or materials. "Non -owned disposal site" does not include a "construction jobsite" or a "covered owned location." 33. "Nuclear material' means source material, special nuclear material or by-product material, as these terms or any similar terms are defined by the Atomic Energy Act of 1954 or in any law amendatory thereof. 34. "Policy period" means the period shown in the Declarations. However, if this Policy is cancelled, the "policy period" ends at the effective date and time of cancellation. 35. "Pollutants" means any solid, liquid, gaseous or thermal irritant, pollutant or contaminant, including but not limited to smoke, vapor, soot, odor, fumes, acids, alkalis, toxic chemicals, hazardous substances, petroleum hydrocarbons, legionella, electromagnetic fields, "microbial matter", "low-level radioactive waste", methamphetamines, asbestos, lead, silica and waste materials. Waste materials include medical, infectious and pathological wastes. Silt and sediment will be considered "pollutants" only when such silt or sediment migrates or seeps onto other land, or any watercourse or body of water, including groundwater, from a "construction job site" or "covered owned location". 36. "Pollution damages" means any of the following resulting from a "pollution incident": a. Compensatory sums and prejudgment interest; or b. "Remediation costs"; or c. Punitive, exemplary or multiplied damages, to the extent insurable by law; or d. Civil fines and penalties assessed against the "insured" or against a third party for which the "insured" is legally liable, to the extent such civil fines and penalties are insurable by law. 37. "Pollution incident' means any one or more of the following: a. The discharge, dispersal, release, seepage, migration or escape of "pollutants" into or upon land, or structures thereupon, air, atmosphere, water or any watercourse or body of water, including groundwater; or b. The illicit abandonment, of "pollutants" at a "covered owned location" or "construction jobsite", provided that such abandonment was committed by a person or entity other than an "insured" and without the knowledge of a 'responsible person"; or c. The existence of "microbial matter" on, at or within buildings or structures. 38. "Pollution injury" means: a. 'Bodily injury"; or b. "Property damage"; or c. "Environmental damage"; or d. "Natural resource damage"; caused by a "pollution incident'. Page 22 of 24 Form CL 00 05 10 15 39. "Professional incident" means a negligent act, error or omission in the performance or non-performance of "covered professional services" by an "insured", or by others for which the "insured" is legally liable. 40. "Professional loss" means any of the following resulting from a "professional incident": a. A final monetary judgment, final monetary arbitration award or monetary settlement of compensatory damages; or b. Punitive, exemplary or multiplied damages, to the extent insurable by law; or c. Civil fines and penalties assessed against the "insured" or against others for which the "insured" is legally liable, to the extent such civil fines and penalties are insurable by law; or d. Liquidated damages, but only to the extent that the "insured" would be legally liable for such liquidated damages in the absence of a contract or agreement. "Professional loss" does not include injunctive or equitable relief; or any return, withdrawal or reduction of the "insured's" professional fees; or the time and expense incurred by an "insured" in addressing or resolving an actual or potential "claim". 41. "Property damage" means: a. Physical injury to or destruction of tangible property including all resulting loss of use; or b. Loss of use of tangible property that is not physically injured; or c. Diminished value of tangible property owned by parties other than an "insured". 42. "Protective incident" means a negligent act, error or omission in the performance or non-performance of "design professional services" by a "design professional". 43. "Protective indemnity claim" means a written demand made, or lawsuit or other formal proceeding commenced, by an "insured" against a "design professional" alleging liability or responsibility of the "design professional" arising out of a "protective incident". "Protective indemnity claim" does not include a demand, lawsuit, or other formal proceeding for non -monetary or injunctive relief. 44. "Protective loss" means a final monetary judgment, final monetary arbitration award, or monetary settlement of compensatory damages to which we agree in advance in writing, that an "insured" is legally entitled to recover from a "design professional" as the result of a "protective incident" that causes direct harm to the "insured". However, "protective loss" does not include any attorney's fees or other litigation costs or expenses awarded to an "insured" in connection with a "protective indemnity claim". 45. "Rectification expense" means the necessary and reasonable expenses incurred by an "insured" to prevent or mitigate "professional loss" or to rectify a "professional incident" resulting from "covered design services" covered under this Policy. "Rectification expense" does not include the "insured's" profit, overhead, labor cost or mark-up, or any betterment to a project or addition to the scope of work, or any delay damages, cost over -runs, lost profits, liquidated damages, loss of use or other consequential damages. 46. "Remediation costs" means those reasonable and necessary costs the "insured" becomes legally obligated to pay as the result of "pollution injury" caused by a "pollution incident", for the assessment, clean-up, containment and neutralization of "pollutants". "Remediation costs" must be approved by us in writing before being incurred by or on behalf of any "insured" other than an "additional insured'. "Remediation costs" also include the reasonable and necessary costs and expenses associated with: a. The disposal of "pollutants"; and b. Monitoring of a "pollution incident" or site at or near where a "pollution incident" covered under this Policy takes place, to the extent required by "environmental laws" or specifically mandated by court order, the government or any political subdivision of the United States of America (including its territories and possessions), Puerto Rico and Canada, or to the extent recommended by an "environmental professional"; and c. Restoring, repairing, or replacing damaged real or personal property after accounting for depreciation of such real or personal property and the increased cost, if any, to restore, repair or replace real or personal property using "green building materials". 47. "Responsible person" means any officer, director or partner of an "insured"; any risk manager, manager, foreman or supervisor of an "insured" responsible for health or safety affairs or for environmental control or compliance; or any manager of a "covered owned location". Form CL 00 05 10 15 Page 23 of 24 48. "Retroactive date" means the date(s) shown in the Declarations for each applicable Coverage Part or shown in an endorsement to this Policy. 49. "Self -insured retention" means the amount that the first Named Insured must pay, or reimburse us for payment of, as "pollution damages", "emergency mitigation expense", "professional loss", "protective loss", "rectification expense" or "claim expense", "emergency mitigation expense" before coverage under this Policy applies. 50. "Suit" means a civil proceeding in which "professional loss", "pollution injury", "pollution damages" or "claim expense" to which this insurance applies are alleged. "Suit" includes: a. An arbitration proceeding in which such "professional loss", "pollution injury", "pollution damages" or "claim expense" are claimed and to which the insured must submit or does submit with our consent; or b. Any other alternative dispute resolution proceeding in which such "professional loss", "pollution injury", "pollution damages" or "claim expense" are claimed and to which the "insured" submits with our consent. 51. "Transportation" means the movement of cargo, waste, contaminants, "pollutants", or other materials or substances by an "auto", aircraft, rolling stock or watercraft by a "carrier", including the loading or unloading onto or from the "auto", aircraft, rolling stock or watercraft. "Transportation" does not include those activities that take place: a. After the cargo, waste, contaminants, "pollutants", or other materials or substances have been unloaded from the "auto", aircraft, rolling stock or watercraft; or b. After unloading, abandonment or final delivery of such cargo, waste, contaminants, "pollutants", or other materials or substances. 52. "Underground storage tank" means any stationary container or vessel, including the associated piping connected thereto, which is ten percent (10%) or more beneath the surface of the ground. Page 24 of 24 Form CL 00 05 10 15 A TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 10 Cancellation for Non -Payment of Premium 30 Cancellation other than Non -Payment of Premium 30 Notice of Non -Renewal 2. Notice will be mailed to: PER SCHEDULE ON FILE 71854 All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. Form No: WC 42 06 01 (01-1994) Policy No: 70 39382021 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 07/02/2025 Endorsement No: Page: Policy Page: Underwriting Company: Valley Forge Insurance Company © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved CNA II POLICY DECLARATIONS mq Named Insured and Mailing Address RELIABLENamed Insured: PAVING IPolicy Information Policy Number: 7039382004 Renewal of: 7039382004 Insurer's Name and Address: The Continental Insurance Company 151 N Franklin St Chicago, IL 60606 CNA Paramount Excess and Umbrella Liability Policy Declarations Mailing Address: 1903 PEYCO DR N ARLINGTON, TX 76001-6705 Producer Information: Producer: INSURICA INSURANCE SERVICES LLC 500 W 7TH ST STE 1800 FORT WORTH, TX 76102-4740 Producer Code: 040-059217 PeriodPolicy 07/02/2025 to 07/02/2026 at 12:01 a.m. Standard Time at your mailing address. ILimits of Insura Each Incident Limit Aggregate Limit Aggregate Products -Completed Operations Hazard Limit Policy Aggregate Limit Crisis Management Expenses Aggregate Limit Key Employee Replacement Expenses Aggregate Limit $8,000,000 $8,000,000 $8,000,000 N/A $300,000 $100,000 Self-insuredR Self -Insured Retention $10,000 Form No: CNA75501 XX (03-2015) Policy No: CUE 7039382004 Policy Declarations Page: 1 of 3 Policy Effective Date: 07/02/2025 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 23 of 79 ° Copyright CNA All Rights Reserved. CNA ■ Underlying Insurer Policy Number Policy Period Note: Continental Casualty Company 7039382018 07/02/2025 to 07/02/2026 Continental Insurance Company 7039381998 07/02/2025 to 07/02/2026 Underlying Insurance General Liability Auto Liability CNA Paramount Excess and Umbrella Liability Policy Declarations Coverages Each Occurrence Limit General Aggregate Limit Per Location : no Per Project : yes Products/ Completed Operations Aggregate Limit Personal and Advertising Injury Liability Limit Combined Single Limit Limits of Insurance $ 2, 000, 000 $ 4, 000, 000 $ 4, 000, 000 $ 2, 000, 000 $ 2, 000, 000 Form No: CNA75501 XX (03-2015) Policy No: CUE 7039382004 Policy Declarations Page: 2 of 3 Policy Effective Date: 07/02/2025 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 24 of 79 ° Copyright CNA All Rights Reserved. CNA I Underlying Insurer Policy Number Policy Period Note: American Casualty Company of Reading, Pennsylvania 7039382021 07/02/2025 to 07/02/2026 CNA Paramount Excess and Umbrella Liability Policy Declarations Underlying Insurance Coverages Employers Liability Bodily Injury by Accident- Each Accident Limit Bodily Injury by Disease - Policy Limit Bodily Injury by Disease - Each Employee Limit Limits of Insurance $1,000,000 $1,000,000 $1,000,000 IN ANY JURISDICTION, STATE, OR PROVINCE WHERE THE AMOUNT OF EMPLOYERS LIABILITY INSURANCE PROVIDED BY THE UNDERLYING INSURER(S) IS BY LAW "UNLIMITED", THE UNDERLYING EMPLOYERS LIABILITY LIMIT(S) SHOWN IN THE ABOVE SCHEDULE DO NOT APPLY AND NO COVERAGE SHALL BE PROVIDED FOR EMPLOYERS LIABILITY UNDER THIS POLICY. EndorsementsForms and . to this Policy in See SCHEDULE OF FORMS AND ENDORSEMENTS no= Minimum Earned Premium _Total Premium Premium includes the following amount for Certified Acts of Terrorism Coverage INEW Notice to insurer Address Fax #: Email Address CNA Claims Reporting P.O. Box 8317 Chicago, IL 60680-8317 800-446-8632 HPReports@CNA.com Form No: CNA75501 XX (03-2015) Policy Declarations Page: 3 of 3 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 �49 0% of the Total Premium $396,076.00 $0 Policy No: CUE 7039382004 Policy Effective Date: 07/02/2025 Policy Page: 25 of 79 ° Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. In the performance of your ongoing operations subject to such written contract; or B. In the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products -completed operations hazard, and only if: 1. The written contract requires you to provide the additional insured such coverage; and 2. This Coverage Part provides such coverage; and C. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: 1. Coverage broader than what you are required to provide by the written contract; or 2. A higher limit of insurance than what you are required to provide by the written contract. Any coverage granted by this Paragraph I. shall apply solely to the extent permissible by law. II. If the written contract requires additional insured coverage under the 07-04 edition of CG2010 or CG2037, then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. In the performance of your ongoing operations subject to such written contract; or B. In the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products -completed operations hazard, and only if: 1. The written contract requires you to provide the additional insured such coverage; and 2. This Coverage Part provides such coverage. III. But if the written contract requires: A. Additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of C132010, or under the 10- 01 edition of CG2037: or B. Additional insured coverage with "arising out of language; then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. CNA75079XX (3-22) Page 1 of 3 CCNTINENTAL CASUALTY COMPANY Insured Name: RELIABLE PAVING INC. Policy No: 7039382018 Endorsement No: 12 Effective Date: 07/02/2025 Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement IV. But if the written contract requires additional insured coverage to the greatest extent permissible by law, then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this Coverage Part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. V. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. 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 or drawings and specifications; and 2. Supervisory, inspection, architectural or engineering activities; or B. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this Coverage Part. VI. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this Coverage Part: Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. Primary and non-contributing with other insurance available to the additional insured; or 2. Primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. Give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. Send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 3. Make available any other insurance, and endeavor to tender the defense and indemnity of any claim to any other insurer or self -insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to other insurance under which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. CNA75079XX (3-22) Page 2 of 3 CONTINENTAL CASUALTY COMPANY Insured Name: RELIABLE PAVING INC . Policy No: 7039382018 Endorsement No: 12 Effective Date: 07 / 0 2/ 2 0 2 5 Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement VIII.Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part, provided the contract or agreement: A. Was executed prior to: 1. The bodily injury or property damage; or 2. The offense that caused the personal and advertising injury; for which the additional insured seeks coverage; and B. Is still in effect at the time of the bodily injury or property damage occurrence or personal and advertising injury offense. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (3-22) Page 3 of 3 CCNTINENTAL CASUALTY COMPANY Insured Name: RELIABLE PAVING INC. Policy No: 7039382018 Endorsement No: 12 Effective Date: 07/02/2025 Copyright CNA All Rights Reserved. Workers Compensation And Employers Liability Insurance CMAPolicy Endorsement 1 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% 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: Refer to Schedule of Operations All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective Date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. Form No: WC 42 03 04 B (06-2014) Policy No: WC 7 39382021 Endorsement Effective Date: Endorsement Expiration Date: Policy Effective Date: 07/02/2025 Endorsement No: 8; Page: 1 of 1 Policy Page: 19 of 24 Underwriting Company: American Casualty Company of Reading, Pennsylvania, 151 N Franklin St, Chicago, IL 60606 ° Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. ;ONTINUATION DESCRIPTION OR OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS (Use only If more space Is required) The City of Fort Worth, its officers, employees and servants are Additional Insured as respects the General Liability policy, pursuant to and subject to the policy's terms, definitions, conditions and exclusions. The insurance provided in the General Liability policy is primary and any other insurance shall be excess only, and not contributing. Waiver of Subrogation applies to certificate holder, as respects the Workers Compensation policy, pursuant to and subject to the policy's terms, definitions, conditions and exclusions. 4CORD 25 (2016/03) Certificate Holder ID: 23359698 Attachment Code: D618546 Master ID: 1486517, Certificate ID: 23359698 Additional Insured --- Automatic --- Owners, Lessees Or Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO-3116890-03 Effective 12/1/2025 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part ZURICH A. Section 11— Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10101 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a, above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-GL-2162-A CW (02119) Page 1 of 4 Attachment Code: D618546 Master ID: 1486517, Certificate 1D: 23359698 in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a, above; or (b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04113 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (C) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04.113 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products -completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc„ with its permission. Page 2 of 4 Attachment Code: D618546 Master ID: 1486517, Certificate ID: 23359698 (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of 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 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 or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV ---- Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that U-GL-2162-A Cw (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 4 Attachment Code: D618546 Master ID: 1486517, Certificate 1D: 23359698 F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4, of this endorsement, the following is added to Section III - Limits Of Insurance: Additional Insured — Automatic — Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. U-GL-2162-A CW (02/19) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 4 Attacbment Code: D618546 Master ID: 14865 P, Certificate ID: 23359698 Attachment Code: D618545 Master ID: 1486517, Certificate ID: 23359698 Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I Prem Return Prem GLO-3116890-03 12/1/2025 12/1/2026 12/1/2025 09079000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. UGI.r925-B CW (12/01) Page 1 of 1 Attachment Code: D618544 Master ID: 1486517, Certificate ID: 23359698 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT 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. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 12/1/2025 Policy No. WC-3116889-03 Endorsement No. Insured LUMIN8 TRANSPORTATION TECHNOLOGIES LLC Premium $ INCL . Insurance Company ZURICH AMERICAN INSURANCE COMPANY Countersigned By WC 00 03 13 (Ed. 4-84) 0 1983 National Council on Compensation insurance. Attachment Code: D682536 Master ID: 1486517, Certificate ID: 23359698 Blanket Notification to Others of Cancellation Z U R1 C H or Non -Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO-311689D-03 Effective Date: 12/1/2025 This endorsement applies to insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph B.I. or Paragraph 13.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. U-GL-1521-B CW (01/19) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. INTERNAL USE Attachment Code: D682536 Master ID: 1486517, Certificate ID: 23359698 D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.I. of this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph B.2. of ** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 clays continues to apply. All other terms and conditions of this policy remain unchanged. INTERNAL USE Attacti vent Code: D682538 Master ID: 1486517, Certificate ID: 23359698 Blanket Notification to Others of Cancellation or Non -Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP-3116888-03 Effective Date: 12/1/2025 This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part ZURICH� SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.I. of this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph 13.2. of ** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph 8.1. or Paragraph 8.2. above. U-CA-832-B CW (03123) Page of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Attachment Code: D682538 Master iD: 1486517, Certificate ID: 23359698 C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-832-B Cw (03/23) Page of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Attacbment Code: D682539 Master 1D: 1486517, Certificate ID: 23359698 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non -renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non -renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non -renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non -renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non -renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1, and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non -renewal date; b. Negate the cancellation or non -renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 12/1/2025 Policy No. WC-3116889-03 Insured Insurance Company: Zurich American Insurance Company Endorsement No. Premium $ WC 99 06 43 Pager 1 of 1 (Ed. 01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission, © 2012 Copyright National Council on Compensation Insurance, Inc. All Rights Reserved. Attachment Code: D685452 Master ID: 1496517, Certificate ID: 23359698 POLICY NUMBER: BAP 3116888 - 03 COMMERCIAL AUTO CA 20 01 11 20 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the Policy effective on the inception date of the Policy unless another date is indicated below. Named Insured: Lumin8 Transportation Technologies LLC Endorsement Effective Date: SCHEDULE Insurance Company: Zurich American Insurance Company Policy Number: BAP 3116888 - 03 Effective Date: 12/01/2025 Expiration Date: 12/01/2026 Named Insured: Lumin8 Transportation Technologies LLC Address: 5920 North Lamar Street Arvada, CO 80003-5619 Additional Insured (Lessor): ALL LESSORS Address: Designation Or Descri tion Of "Leased Autos": ALL LEASED AUTOS CA 20 01 11 20 © Insurance Services Office, Inc., 2019 Page 1 of 2 Attachment Code: D685454 Master ID: 1486517, Certificate ID; 23359698 POLICY NUMBER: BAP 3116888 - 03 COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Lumin8 Transportation Technologies LLC Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): Texas Materials Group, Inc. 11714 Wilson Parke Ave. #155 Austin, TX 78726 The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the 'loss" under a contract with that person or organization. CA 04 44 10 13 @ Insurance Services Office, Inc., 2011 Page 1 of 1 0062 13- 1 PERFORMANCE BOND Page i of 2 S058586 I SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Reliable Paving, Inc . known as 8 "Principal" herein and Employers Mutual Casualty CampanylUnion Insurance Company of Providence , a corporate 9 surety(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, The Board I 1 of Regents of The A&M University System, authorized to do business in Texas ("Developer") 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of 13 One Hundred Sixty Thousand One Hundred Twenty One and 201100 Dollars ($ 160,121.20 ) 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual. 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, 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, CFA Number CFA25-0133 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 30th day of January , 20 26, 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 TAML;US FW Law and Education Building. 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 Girders, 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 TAMUS FW Law and Fducarion Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Rcvised January 31.2012 006213-2 PERFORMANCE BOND Page 2 of 2 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, Fart 3 Worth Division. 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 2t 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 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the February , 20 26 ATTEST: (Principal) Secretary Witness as to Principal Lu& Seater 4th PRINCIPAL: Reliable Pavina. Inc BY: al_ Signature day of _ 0 ha.k t05 M IWM 1 ab Name and Titl SURETY: Employers Mutual Casualty Company/Union insurance Company of Providence BY: Sa w .S&A _ Signature Sam Sealer, Attorney in Fact Name and Title Address: 717 Mulberry Street Des Moines, IA 50309 Witness as to Surety Telephone Number: 972-979-3138 *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 TAMUS FWLaw and Education Building STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 1B63ry- 006214-I PAYMENT BOND Pagc 1 (if' S058586 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 4 COUNTY OF TARRANT § 7 That we, Reliable Paving, Inc known as 8 "Principal" herein, and Employers Mutual Casualty Company/Union insurance Company of Providence a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the 'State of 10 Texas, known as "Surety„ herein (whether one or more), are held and firmly bound unto the 11 Developer, The Board of Regents of The A&M University System, authorized to do business in 12 Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City-), in the 13 penal sum of One Hundred Sixty Thousand One Hundred Twenty One and 201100 Dollars 14 ($ 160,121.20 }, lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sutra well and truly be made jointly unto the 16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, 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, CFA Number CFA25-0133; and 21 WHEREAS, 'Principal has entered into a certain written Contract with Developer, 22 awarded the 30th day of January 20 26 , 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 TAMUS FW Law and Education 26 ;Building. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH TAMLIS FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105DOB Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNET) and SEALED 5 this instrument by duly authorized agents and officers on this the 4th day of 6 February 2026 7 PRINCIPAL: Reliable Paving, Inc ATTEST: BY: � j Signature R 9 Ia 11 12 13 14 Q� (Principal) SecretaVy Witness as to Principal ATTEST: HAIA{" i#- --- (Surety) Secretary Lccice Seci.%r Witness as to Surety Maitos AA Name and Title Address: CJ ire N, RM(X �I SURETY: Employers Mutual Casualty Company/Union Insurance Company of Providence BY: S4,PW SMiAr Signature Sam Sealer, Attorney in ✓ aet Name and Title Address: 717 Mulberry Street Des Moines, IA 50309 Telephone Number: 972-979-3138 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 3l SEAL E8 CrrY OF FORT WORTH TAMUS Fur Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDER PROJECTS 105008 Revised. January 31, 2012 m INSUPANCE P.O. Box 712 + Des Moines, Iowa 50306-0712 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 2. EMICASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Sam Sealer its true and lawful attorney -in -fact. with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number RELIABLE PAVING. INC S058586 Obligee: and to bind each Company thereby as fully and to the same extent as it such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-cf-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999 RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attomeys-in-fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory on the nature thereof, and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attomey of the Company. shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these present be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 17th day of September, 2025. Seals 'Ott R. Jean, a ident & CEO Todd Strother, Executive Vice President r, of Company 1; irman, President Chief Legal Officer & Secretary of �p*'°+ �� s xt° •ems°,+ 'fl, : : Q`,�n•^+. 'yy. & CEO of Companies 2, 3, 4. 5 & 6 Companies 1, 2, 3, 4. 5 & 6 •g ;,SEAL ' 63 ; 0 1953p .�'fl .o.......,' � ,- r `;yid "� .' y - k S€AL - + -;� SEAL - s SEAL - = t� p ' P AMT DANIEL ' CoMmMion Number 866639 My AugustComnumion x M a26 On this 17th day of September, 2025 before me a Notary Public in and for the State of Iowa, personally appeared Scott R. Jean and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO. Chairman, President, Executive Vice President, Chief Legal Officer and/or Secretary, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Scott R. Jean and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires August 13. 2028. 1 l/Q Notary Public eand for the State of Iowa CERTIFICATE I, Ryan J. Springer, Vice President of the Companies. do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 17th day of September, 2025 are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 4th day of _February_ , 2026_ . $2� Vice President ,r — tiC' onCOCOo nn nnn nnn +n� nn ur__..,. M.._.:.,K .+.a.- -I.,- n_...__ -t w.u___-.. .._.. e_.. _-...rxe. ear Iran .+ 006219-1 MAINTENANCE BOND Pagc 1 of 3 l SECTION 00 62 19 S058586 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Reliable Paving, Inc , known as 9 "Principal" herein and Employers Mutual Casualty Company/Union Insurance Company of Providence, a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, The Board 12 of Regents of The A&M University Systemlauthorized to do business in Texas ("Developer") 13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum 14 of One Hundred Sixty Thousand One Hundred Twenty One and 20/100 Dollars (S 160,121.20 ) 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA25-0133 and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 30th day of January , 20 26 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as TAMUS FW Law and Education 29 Building. And 30 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TAMUSFfi'Law and Education Building 105008 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 7 upon receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period. 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall 11 remedy any defective Work, for which timely notice was provided by Developer or City, to a 12 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 13 remain in full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 18 by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and 25 successive recoveries may be had hereon for successive breaches. 26 27 28 CITY OF FORT WORTH TAMUS Flf' Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31.2012 %emc INSURANCE P.O. Box 712 • Des Moines, Iowa 50306-0712 POWER OF ATTORNEY APPOINTING INDIVIDUAL. ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Sam Sealer its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number RELIABLE PAVING, INC S058586 Obligee: and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 17th day of September, 2025. Seals ott R. Jean, P e ident & CEO Todd Strolher,Executive Vice President wts/y'',, of Company 1; irman, President Chief Legal Officer & Secretary of rW�1Y� : *: :`���;.a:,;'o' & CEO of Companies 2, 3, 4, 5 & 6 Companies t, 2, 3, 4, 5 & 6 ' SEAL ' = i 1863 1953 - <_ owro„�r' P; otrmi',i5 ter. .Vd,ra"�r v -9: `=c ;B: E/�L ,�r�. _ YSEAL - :R: SEAL o: AMY DANIEL Cornrrdssion Number 866839 My Commisalon Explms August 13, 2028 On this 17th day of September, 2025 before me a Notary Public in and for the State of Iowa, personally appeared Scott R. Jean and Todd Strother„ who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President, Executive Vice President, Chief Legal Officer and/or Secretary, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Scott R. Jean and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires August 13, 2028. Notary Public e and for the State of Iowa CERTIFICATE 1, Ryan J. Springer, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 17th day of September, 2025 are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 4th day of February , 2026 . Vice President 10ca /n nm+ cnCOCOC nn nnn nnnnn tnlno An __:1:__.:__ -& _A wu____. __$. /CAC\ MAC 90AG 11 1 2 3 In 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 006219-3 MAINTENANCE BOND Page 3 of3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 4th day of February . 20 26 . ATTEST: (Principal) Secretar Witness as to Principal ATTEST: (Surety) Secretary Lark-. SeA,6erN Witness as to Surety PRINCIPAL: Reliable Pavinq, Inc BY: Signature G(1' a S M W" . 7 Name and Title Address: I\ - U] SURETY: Employers Mutual Casualty CompanytUnion Insurance Company of Providence SAkW S&al(&r BY: Signature Sam Sealer, Attorney in Fact Name and Title SEAL s Address: 717 Mulberry Street Des Moines, 1A 50309 Telephone Number: 972-979-3138 18a3' 63 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 i T4MUSFii'Law and Education Building 105008 006213-1 PERFORMANCE BOND Page 1 of 2 S058586 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Reliable Paving, Inc , known as 8 "Principal" herein and Employers Mutual Casualty Company/Union Insurance Company of Providence , a corporate 9 surety(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, The Board 11 of Regents of The A&M University System, authorized to do business in Texas ("Developer") 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, 13 One Hundred Sixty Thousand One Hundred Twenty One and 20/100 Dollars ($ 160,121.20 )� 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, 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, CFA Number CFA25-0133 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 30th day of January , 20?6 ,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 TAMUS FW Law and Education Building. 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 TAMUS FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 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 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 M This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the February 2026 ATTEST: (Principal) Secretary Witness as to Principal _A 4th PRINCIPAL: Reliable Pavina. Inc BY: a,/ Signature 111.01 day of �hc�K lv-5 M LUTA I Ck Name and Titl Address: 1 \ P' N SURETY: Employers Mutual Casualty Company/Union Insurance Company of Providence BY: S44-W $@A.(,&f Signature Sam Sealer, Attorney in Fact Name and Title Address: 717 Mulberry Street Des Moines, IA 50309 Witness as to Surety Telephone Number: 972-979-3138 *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. SEALo 4, ii c CITY OF FORT WORTH TAMUS FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 006213-1 PERFORMANCE BOND Page 1 of 3 SECTION 00 62 13 Bond No. 3005067 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Lumin8 Transportation Technologies, LLC , known as 9 "Principal" herein and Harco National Insurance Company , a corporate 10 surcty(surctics, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, The Board of Regents of 12 The A&M University System , authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the penal sum of Two Hundred Fifty Seven 14 Thousand Five Hundred Eighty Six and 40/100 Dollars ($257,586.40 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 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, CFA Number CFA25-0133;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the 18th day of July , 20 24 , which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as TAMUS FW Law and Education Building. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CTI'Y CONDITIONS — DEVELOPFR AWARDL'D PROJECrS CAV 105008 Revised January 31, 2012 00621J-2 PERFORMANCE 13OND Pagc 2 of J l PROVIDED FURTHER, that if any legal action be fled on this Bond, venue shall lie ill 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 North 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 WHEREO , the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 6th clay of February 9 , 20_25__. 10 11 12 13 14 15 16 17 is 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 ATTpS"f 4 4", ;L Wit ne s s tq Surety Tim Rawson PIi.INCIPAL: Lumin8 Transportation Technologies, LLC BY: Signature Name and Title Address: 821 E. Enon Avenue Fort Worth, TX 76140 SURETY: Harco National Insurance Company BY: Signature ;- Susan J. Lattarulo, Attorney-in-Factf Name and Title Address. 4200 Six Forks Road, Suite 1400 aleigh.NC-.7.609 TcIcphone Niunber: 919-833-1600 44 `Note: If signed by an officer of the Surety Company, there must be on file a certified extract 45 from the by-laws showing that this person has authority to sign such obligation, If 46 Surety's physical address is different from its Mailing address, both must be provided. 47 crry oI° FORT wOm,H 'i'AMUS FW Law & Education Building STANDARD Cl'1"Y COMMONS — DEVELOPER A WARD$D PROJIEM CPH I R50al Revised January 31, 2012 006213-3 PEI ORMANCE BOND Page 3 or3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF 1'OR'1' WOR'1'FI TAMUS TW Law & Education Building STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CPN 105008 Revised January 31. 2012 006214-1 PAYMEN I' BOND Page l of3 I SECTION 00 62 14 2 PAYMENT BOND 3 Bond No. 3005067 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Lumin8 Transportation Technologies, LLC known as 9 "Principal" herein, and Harco National Insurance Company , a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of I Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, The Board of Regents of The A&M University System , authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 14 sum Of Two Hundred Fifty Seven Thousand Five Hundred EightySix and 40/100 Dollars 15 ($ 257.586.40 ), lawful money of the United States, to be paid in Fort Worth, 16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 18 successors and assigns, jointly and severally, firmly by these presents: 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, CFA Number CFA25-0133;and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 18th day of July , 20 24 , which Contract is hereby 24 referred to and made a 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 as provided for in said Contract and designated as TAMUS FW Law and Education 27 Building. 28 NOW, THEREFORE, TIIE CONDITION OF THIS OBLIGATION is such that if 29 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 30 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 31 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 32 force and effect. Cl'1'Y OF FORT' WORTH 1'AMUS FW Law & liducation Building STANDARD CITY COND111ONS — DL'VIi1.011HR. AWARDED PROJEM CPN 105008 Revised January 31, 2012 2 3 4 5 6 7 8 9 I i7 ll 12 13 0062 14 - 2 PAYMI,N'r 13OND Pap 2 oN This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6t17 day of February , 2026 ATTEST: — j (Prin ' al)"S -etary to Principal ATTEST: NotAppiicable (Surety) Secretary it ess as to Surcty Tim Rawson PRINCIPAL: Lumina Transpor4ion Technologies, LLC BY; Signa re Name and Title Address: 821 E. Enon Avenue Fort Worth, TX 76140. SURETY: Harco Nation I In ante Company BY: Signature SusanJ. Lattarufo, Attorney -in -Fact Name and Title Address: 4200 Six Forks Road, Suite 1400 TcIcphonc Numbcr: gig-a33_76Qa 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. 14 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS -- DI FLOPER AWARDLE) PROJECTS Revised January 31, 2012 TAMUS FW Law & liducalion Building CM 105008 0062 ICI - 3 PAYMENT BOND Page 3 of 3 CITY OF FORT WORTH TAMUS FW Law & L'ducalion Building STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN 105008 Revised January 31. 2012 0062 19-1 MAINTENANCE' BOND Page 1 00 SECTION 00 62 19 2 MAINTENANCE BOND Bond No. 3005067 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Lumin8 Transportation Technologies, LLC , known as 9 "Principal" herein and Harco National Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and finely bound unto the Developer, The Board of Regents of 12 The A&M University System , authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the sum 14 of Two Hundred Fifty Seven Thousand Five Hundred Eight Six and 40/100 Dollars ($ 257,586.40 i 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA25-0133;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 18th day of July , 20 24, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as TAMUS Fff"Law and Education 29 Building, and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY 01' 1'OR'I' WORTH TAMUS PW Law & Education Building STANDARD CITY CONDITIONS — DEWHLOPEA AWARDED PROJ1iCrS CAN 105008 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 0062 19.2 MAINTENANCE' BOND Pop 2 of3 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 STANDARD CITY CONDITIONS -• DEVELOPL'R AWARDED PROJL'CI'S Revised January 31, 2012 TAMUS FW Law & Education Building CAN 105008 0062 19 - 3 MAINTENANCE BOND Page 3 o(3 1 IN WITNESS WHEREOF, the Principal and the Surety have each S1GNED and SEALED this 2 instrument by duly authorized agents and officers on this the 6th day of February 3 4 5 6 7 9 10 11 I2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2.8 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ATTEST: (Principal) Secretary 2026 . L77�7, __ 4 9rincipal. ATTEST: Not Applicable (Sure iSecretary Wst»ics`s`as to —Surety Tim Rawson PRINCIPAL: Lumina Trans port echnolo ies, LLC BY: ignature. A Name and Title rt. Address: 821 E. Enon Avenue Fort WQrth._TX 76140 SURETY: Harco National Insurance Company BY - Signature Susan J. Lattarulo, Attorney -in -Fact Name and Title Address: 4200 Six Forks Road Suite 1400 Raleigh, NC 27609 Telephone Number: 919-833-1600 *Note: If signed by an officer of the Surety Company, 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. CITY Or FOR:1' WORTH TAMUS FW Law &: Education Building STANDARD CITY CONDHIONS- DEVELOPER AWARDED PROJliCrS CPN 105008 Revised January 31, 2012 �\�EUTY IyJG STATE OF NEW JERSEY STATE OF ILLINOIS �pPp0R�9Z County of Essex County of Cook c SEAL m a 1904 n y kiERS� ,Io �a Michael F. Zurcher Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company POWER OF ATTORNEY Bond# 3005067 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 4200 Six Forks Rd, Suite 1400, Raleigh, NC 27609 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the Slate of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint THOMAS F. MCCOY JR, KELLI E. HOUSWORTH, TRAVIS J. ROBLES, SUSAN J. LATTARULO Denver, CO their true and lawful attorney(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or othenvise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of. Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2023 ;aQ�INS(J , SEAL o O .. 1084 - On this 31 st day of December, 2023 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. Y CR IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, GP '' •G� •; New Jersey the day and year first above written. �OTAR)_ u'Al�LtGq- DF NEN y,,. ' Cathy Cruz a Notary Public of New Jersey My Commission Expires April 16, 2029 CERTIFICATION I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home eftice_of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Atiomey has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, February 6, 2026 A00922 Irene Martins, Assistant Secretary S058678 006213-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Calvo Construction Inc , known as 8 "Principal herein and Employers Mutual Casualty Company/Union Insurance Company of Providence , a corporate 9 surety(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, The Board 11 of Regents of The A&M University System, authorized to do business in Texas ("Developer") 12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, 13 Twenty Seven Thousand Two Hundred Fifty One and 0/100 Dollars ($27,251.00 ), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, 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, CFA Number CFA25-0133 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 26th day of July , 20 23 , 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 TAMUS FW Law and Education Building. 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 TAMUS FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 00 62 13 - 2 PERFORMANCE BOND Page 2 of 2 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 7 accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 5th 9 February 20 26 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 ATTEST: (Principal) Secretary lO �, UPA� - Witness as to Principal PRINCIPAL: Calvo Construction Inc day of Juan Calvo- President Name and Title Address: 621 N Main Street #200 Grapevine TX 76051 SURETY: Employers Mutual Casualty Company/Union Insurance Company of Providence. BY: Signature Sam Sealer, Attorney in Fact Name and Title Address: 4020 N MacArthur Blvd Ste 122 Irving, TX 75038 Witness as to Surety Telephone Number: 972-979-3138 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TAMUS FW Law and Education Building 105008 S058678 006219-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Calvo Construction Inc , known as 9 "Principal" herein and Employers Mutual Casualty Company/Union Insurance Company of Providence , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, The Board 12 of Regents of The A&M University System authorized to do business in Texas ("Developer") 13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum 14 of Twenty Seven Thousand Two Hundred Fifty One and 0/100 Dollars ($ 27,251.00 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA25-0133 and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 26th day of July , 20 23 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as TAMUS FW Law and Education 29 Building_ And 30 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 T"US FW Law and Education Building 105008 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 7 upon receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period. 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall 11 remedy any defective Work, for which timely notice was provided by Developer or City, to a 12 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 13 remain in full force and effect. 14 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 18 by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and 25 successive recoveries may be had hereon for successive breaches. 26 27 28 CITY OF FORT WORTH T"USF'WLaw and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 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 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 5th day of February 3 20 26 PRINCIPAL: Calvo Construction Inc ATTEST: (Principal) Secretary �, lak4� Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety BY: CSigdature Juan Calvo- President Name and Title Address: 621 N Main Street #200 Grapevine, TX 76051 SURETY: Employers Mutual Casualty Company/Union Insurance Company of Providence BY: Signature Sam Sealer, Attorney in Fact Name and Title Address: 4020 N MacArthur Blvd Ste 122 Irving, TX 75038 Telephone Number: 972-979-3138 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 .••fit m� SEAL S •....,•fit. .` Coll ' 1�,:�Onq�•, q 1863 =C; T"USF'WLaw and Education Building 105008 %semc INSURANCE P.O. Box 712 • Des Moines, Iowa 50306-0712 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Sam Sealer its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number Calvo Construction, Inc. S058678 Obligee: and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these present be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 17th day of September, 2025. Seals ScYott R. Jean, e ident & CEO Todd Strother, Executive Vice President of Company 1; irman, President Chief Legal Officer & Secretary of & CEO of Companies 2, 3, 4, 5 & 6 Companies 1, 2, 3, 4, 5 & 6 SEAL-zl-1863 A;= 1953 _ g - KIM SURA %y =SEAL _' _ SEAL = = SEAL ='.= AMY DANIEL C.ornn*uion Number 866839 My Commission Expires August 13, 2028 On this 17th day of September, 2025 before me a Notary Public in and for the State of Iowa, personally appeared Scott R. Jean and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President, Executive Vice President, Chief Legal Officer and/or Secretary, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Scott R. Jean and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires August 13, 2028. Notary Public Wand for the State of Iowa CERTIFICATE I, Ryan J. Springer, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 17th day of September, 2025 are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 5th day of February , 2026 . Vice President 7851 (9-25) S058678-00-000-00000 10123 AC "For verification of the authenticity of the Power of Attorney you may call (515) 345-7548." S058678 00 62 14 - 1 PAYMENTBOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Calvo Construction Inc , known as 8 "Principal" herein, and Employers Mutual Casualty Company/Union Insurance Company of Providence , a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, The Board of Regents of The A&M University System, authorized to do business in 12 Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the 13 penal sum of Twenty Seven Thousand Two Hundred Fifty One and 0/100 Dollars 14 ($ 27,251.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, 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, CFA Number CFA25-0133; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 26th day of July , 2023 , 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 TAMUS FW Law and Education 26 Building. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH TAMUS FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 00 62 14 - 2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 5th day of 6 February 2026 7 PRINCIPAL: Calvo Construction Inc ATTEST: BY: o S' n re 8 9 10 11 12 13 14 (Principal) Secretary L-'.0 0� 0-4� Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety Juan Calvo - President Name and Title Address: 621 N Main Street #200 Grapevine, TX 76051 SURETY: Employers Mutual Casualty Company/Union Insurance Company of Providence BY: Signature Sam Sealer, Attorney in Fact Name and Title Address: 4020 N MacArthur Blvd Ste 122 Irvina. TX 75038 Telephone Number: 972-979-3138 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 TAM -US FW Law and Education Building STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105008 Revised January 31, 2012 me INSURANCE P.O. Box 712 • Des Moines, Iowa 50306-0712 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Sam Sealer its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number Calvo Construction, Inc. S058678 Obligee: and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these present be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 17th day of September, 2025. Seals ScYott R. Jean, e ident & CEO Todd Strother, Executive Vice President of Company 1; irman, President Chief Legal Officer & Secretary of & CEO of Companies 2, 3, 4, 5 & 6 Companies 1, 2, 3, 4, 5 & 6 SEAL'- _z'sF1863�'fl_ 1953 ,s �� ' = SEAL `'_ SEAL __ SEAL -= „' • „�� ; =;ems` +, , %++If1'rifA, RY31 '61t1.y'' "er MC® " ., AMY DANIIEL Comminlon Number 866839 My Cornmiss+ion Expires August 13, 2028 On this 17th day of September, 2025 before me a Notary Public in and for the State of Iowa, personally appeared Scott R. Jean and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President, Executive Vice President, Chief Legal Officer and/or Secretary, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Scott R. Jean and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires August 13, 2028. Notary Public Wand for the State of Iowa CERTIFICATE I, Ryan J. Springer, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 17th day of September, 2025 are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 5th day of February , 2026 . 14,00W Vice President 7851 (9-25) S058678-00-000-00000 10123 AC "For verification of the authenticity of the Power of Attorney you may call (515) 345-7548." 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 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 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 Article 14 - Miscellaneous ..................................... 14.01 Giving Notice ..................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ....................... 34 ....................... 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations.. 14.05 Headings ......................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ............... 35 ............... 35 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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. ® 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 011100-1 DAP 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 T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 105008 Revised December 20, 2012 011100-2 DAP 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 T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 105008 Revised December 20, 2012 011100-3 DAP 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 T"USFWLaw & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 105008 Revised December 20, 2012 012500-1 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 012500-2 DAP 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, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. 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 Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 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 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 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 Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 31 19 - 1 DAP 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. No construction schedule required unless requested by the City. 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 delivery of the distribution package to the City. 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. Developer and Consultant 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. 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 ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 01 31 19 - 3 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-2 DAP 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: 11191R11Z111a1Mi i 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 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 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 '/z inches x 11 inches to 8 '/Z inches x 11 inches. 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-3 DAP 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 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-4 DAP 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 L 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-5 DAP 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 finds 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-6 DAP 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. 6. 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 Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-7 DAP 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) 1. 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. Sufficient information shall be attached to permit a written response without further information. 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 013300-8 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August 30, 2013 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. [Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]} 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 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 0135 13-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 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 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USAGE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean Construction Specification [if required for the project] 1. Comply with equipment, operational, reporting and enforcement requirements set forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 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 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 1 Pa 3 4 Date: EXHIBIT B FORT WORTH DOB NO. XXXX Project Name: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF _ AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised August, 30, 2013 01 45 23 DAP 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 form of distribution approved by the City. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 01 45 23 DAP 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] [! .- LS /\ ION I 010r.10161u /V 151.E /\ w el -Iu 110 rn 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 03/20/2020 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 015000-1 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised JULY 1, 2011 015000-2 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised JULY 1, 2011 015000-3 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised JULY 1, 2011 01 50 00 - 4 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs 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 34 71 13 — Traffic Control 11V4WW-1',K*j W1016X%'4M 04\M d1aZ110 0I4111 *I- 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 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. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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 CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 015713-1 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 015713-2 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 015713-3 DAP 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] 04WIX110M014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP 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 list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.2ov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. 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. B. 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. C. 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. D. 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 [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 01 60 00 DAP 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 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised March 20, 2020 01 66 00 - 1 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 016600-2 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 016600-3 DAP 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 74 23 - 2 DAP 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 TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 74 23 - 3 DAP 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. 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. 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] CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 A. Section Includes: 1. The procedure for closing out a contract 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. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 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] 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves 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. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 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 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports 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 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 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. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] If6iiiil_\:i 7_A►f11\CIII Ili1.`1 0I 7I PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 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 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 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] 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 TAMUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105008 Revised April 7, 2014 APPENDIX GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105008 Revised December 29, 2023 lrerracon GeoReport Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 Prepared for: Stantec Inc. Austin, Texas Prepared by: Terracon Consultants, Inc. Fort Worth, Texas April 5, 2023 Stantec Inc. 3001 Bee Cave Road, Suite 300 Austin, Texas 78746-5598 Attn: Mr. Dan Caren P: (512) 867 6072 E: dan.caren@stantec.com Re: Geotechnical Engineering Report Texas A&M Law & Education Building Calhoun Street, Jones Street, E. 15th Street, and E. 16th Street Fort Worth, Texas Terracon Project No. 95225211 Dear Mr. Caren: Irerracon GeoReport We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. P95225211 dated January 5, 2023. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations, floor slabs, and pavements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Christopher W. Eddy, P.E. Senior Staff Engineer Saad M. Hineidi, P.E. Senior -Principal, Vice -President Cheryl C. Pedraza, P.E. Geotechnical Department Manager Terracon Consultants, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 Registration No. F-3272 P [817] 268 8600 F [817] 268 8602 terracon.com/offices/fort-worth REPORT TOPICS INTRODUCTION.............................................................................................................1 SITE CONDITIONS......................................................................................................... 1 PROJECT DESCRIPTION..............................................................................................2 GEOTECHNICAL CHARACTERIZATION...................................................................... 2 GEOTECHNICAL OVERVIEW....................................................................................... 4 EARTHWORK................................................................................................................ 5 DEEPFOUNDATIONS................................................................................................. 11 SEISMIC CONSIDERATIONS...................................................................................... 15 FLOOR SLABS AND FLATWORK.............................................................................. 15 BASEMENT AREAS..................................................................................................... 18 TRUCK DOCK WALLS AND BASEMENT WALLS ..................................................... 19 TEMPORARY RETENTION SYSTEMS........................................................................ 21 CORROSIVITY............................................................................................................. 22 PAVEMENTS................................................................................................................ 23 GENERALCOMMENTS............................................................................................... 25 FIGURES...................................................................................................................... 27 Note: This report was originally delivered in a web -based format. Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the GeoReport logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES PHOTOGRAPHY LOG SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual Attachment for a listing of contents. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 REPORT SUMMARY Topic Project Description Geotechnical Characterization 1 rerracon GeoReiport Overview Statement M The project consists of a nine -story building with a basement level and associated flatwork areas. Approximately 3 to 5 inches of asphaltic concrete pavement was present at the surface of the borings. Fill materials consisting of clay soils were present beneath at borings B-1 through B-7 and extended to depths of about 1 to 2 feet in these borings. Natural, undisturbed clay soils were present below the fill materials in borings B-1 through B-7 and beneath the pavement in borings B-8 and B-9. Tan limestone was present at depths of about 6 to 10.5 feet below existing grades and extended to the top of light gray to gray limestone and marl. The limestone and marl stratum was present at depths of about 12 to 13.5 feet below grade and extended to the termination of the borings at depths of about 25 to 65 feet. Groundwater was not encountered in the borings. Earthwork On -site soils, free of vegetation, organic material, debris, and rocks greater than 4 inches in maximum dimension can be used for site fill. We recommend supporting foundation loads on straight -sided drilled shafts situated Foundations in the light gray to gray limestone and marl stratum that was present at depths of about 12 to 13.5 feet below existing grades. The near -surface soils are active and prone to volume change with variations in Floor Slabs moisture level. If movements on the order of 1/4 inch are acceptable, the floor slabs can be placed on a modified subgrade. A structurally suspended floor system is recommended if floor movements are to be limited to less than 3/4 inch. Seismic Based on the 2021 International Building Code (IBC) and ASCE/SEI 7-16, the Considerations seismic site classification for this site is B. Pavements Portland cement concrete pavements can be used at this site and can be placed on a compacted subgrade, without lime treatment. General This section contains important information about the limitations of this geotechnical Comments engineering report. This summary is for convenience only. It should be used in conjunction with the entire report for design purposes. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building Calhoun Street, Jones Street, E. 15th Street, and E. 16th Street Fort Worth, Texas Terracon Project No. 95225211 April 5, 2023 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed building to be located in Fort Worth, Texas. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: Subsurface soil (and rock) conditions Groundwater conditions Site preparation and earthwork Foundation design and construction Floor slab design and construction Seismic site classification per IBC Pavement design and construction Lateral earth pressures The geotechnical engineering Scope of Services for this project included the advancement of nine test borings to depths ranging from approximately 25 to 65 feet below existing site grades. Maps showing the site and boring locations are shown in the Site Locatio and Exploration sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring in the Exploration section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Description The project site an approximately 40,000 sf tract bound by Calhoun Street, Jones Street, E. 15th Street, and E. 16th Street in Fort Worth, Texas. Parcel Information Approximate GPS coordinates of site: 32.74827°N, 97.32440°W See Site Location Existing Review of historic aerial imagery shows the site was developed with buildings. Improvements The site is currently covered with asphaltic concrete pavement. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 Item Description Current Ground Asphaltic concrete pavement Cover lrerracon GeoRe port Based on topographical information available at www.dfwmaps.com, the Existing Topography ground surface of the project site slopes downward to the southeast with about 2 feet of elevation change across the site. We also collected photographs at the time of our field exploration program. Representative photos are provided in our Photography Log. PROJECT DESCRIPTION Our understanding of the project conditions is as follows: Item Description The project consists of a nine -story building with a basement level and Project Description associated flatwork areas. The building is anticipated to be a steel or concrete framed structure supported Building Construction on drilled shaft foundations. Finished Floor Basement level: 11 to 14 feet below finished exterior grade Elevation First Level: 609.5 feet Columns: 4,800 kips Maximum Loads ■ Floor slabs: 250 kips Up to 14 feet of cutting and 2 feet of filling are assumed to be required to Grading/Slopes develop final grade. Final slope angles of 4H:1 V (Horizontal: Vertical) or flatter are expected. Below -Grade A basement level extending about 11 to 14 feet below finish grade and truck - Structures dock walls of about 5 feet or less in depth are planned. Free -Standing None Retaining Walls Pavements Limited to truck -dock and dumpster areas GEOTECHNICAL CHARACTERIZATION We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting, and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results section and the GeoModel can be found in the Figures section of this report. Responsive ■ Resourceful ■ Reliable 2 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 lrerracon GeoReport As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel. Model Layer Layer Name Pavement General Description Asphaltic concrete, 3 to 5 inches 1 surface Fill Fat clay (CH), dark brown, brown, tan, and gray, with sand and 2 occasional wood fragments Fat clay (CH) and lean clay (CL), dark brown, brown, tan, and gray, 3 Overburden soil with occasional calcareous deposits and limestone fragments and seams 4 Weathered Limestone, tan, with clay seams and layers bedrock 5 Bedrock Limestone and marl, light gray and gray The following table summarizes the soil/ rock profile at the boring locations: Approximate Approximate Depth to top Approximate Depth to top elevation of elevation of of gray ground of tan top of gray Location top of tan limestone surface limestone limestone limestone and marl elevation stratum and marl cfiratum cfirafinm 609 10 599 12 stratum B-1 597 B-2 609 10.5 598.5 13.5 595.5 B-3 608 6 602 11 597 B-4 608 8 600 13 595 B-5 608 9 599 11 597 B-6 608 10 598 13 595 B-7 607 9 598 13 594 B-8 B-9 608 8 600 12 599 13 596 607 8 594 The boreholes were observed while drilling and after completion for the presence and level of groundwater. Groundwater was not encountered while drilling, or for the short duration the borings could remain open. These groundwater observations provide an indication of the groundwater conditions present at the time the borings were drilled. Due to the low permeability of the soils encountered in the borings, a relatively long period may be necessary for a groundwater level to develop and stabilize in a borehole. Long term observations in piezometers or observation wells Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t sealed from the influence of surface water are often required to define groundwater levels in materials of this type. Groundwater can be present as perched water above the limestone, particularly during or following seasonally wet periods of the year. Groundwater fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. GEOTECHNICAL OVERVIEW Approximately 3 to 5 inches of asphaltic concrete pavement was present at the surface of the borings. Fill materials consisting of clay soils were present beneath at borings B-1 through B-7 and extended to depths of about 1 to 2 feet in these borings. Natural, undisturbed clay soils were present below the fill materials in borings B-1 through B-7 and beneath the pavement in borings B-8 and B-9. Tan limestone was present at depths of about 6 to 10.5 feet below existing grades and extended to the top of light gray to gray limestone and marl. The limestone and marl stratum was present at depths of about 12 to 13.5 feet below grade and extended to the termination of the borings at depths of about 25 to 65 feet. Groundwater was not encountered in the borings. Expansive soils are present on this site. Based on the Plasticity Index (PI) of the soils, the magnitude of the moisture induced potential vertical movement (PVM) of the site soils, at the current ground surface is estimated to be on the order of 3 to 4 inches. The PVM is estimated to be less than'/2" at the basement level, 11 to 14 feet below current grades, where limestone should be exposed at the bottom of the excavation. The PVM is estimated utilizing the TxDOT method TEX-124-E and based on dry soil conditions. We recommend the structure be supported on straight -sided drilled shafts that bear in the light gray to gray limestone and marl stratum. A structurally suspended floor system is recommended if potential floor slab movements of % inch or less are required. If movements on the order of % inch are acceptable, the floor slab can be supported on a modified subgrade. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. Responsive ■ Resourceful ■ Reliable 4 Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 GeoRepor EARTHWORK The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria as necessary to render the site in the state considered in our geotechnical engineering evaluation for foundations, floor slabs, and pavements. Existing Fill As noted in Geotechnical Characterization, fill materials were present in borings B-1 through B-7 to depths of about 1 to 2 feet. This site was previously developed and the possibility of deeper fills at this site and under compacted zones of soil or debris within the fill materials exists. Under compacted zones and debris could lead to unacceptable settlements of shallow foundations, floor slabs, and pavements. Excavating the fills and replacing them in a controlled manner is the most positive method of controlling settlement. Proof rolling, as discussed in Site Preparation, can be considered in lieu of complete removal of the fill in pavement areas provided the risk of pavement settlement and cracking can be tolerated. Proof rolling is intended to represent a reasonable approach for treatment of fill; however, it will not eliminate the risk of unexpected movements in some areas. The excavated soils, free of debris or rock greater than 4 inches in dimension, can be used to backfill the excavated areas. Site Preparation The site should be stripped and grubbed to remove deleterious material, and debris. Since the site was previously developed, any remaining site improvements (foundations, floor slabs, pavements, utilities, etc.) should be removed, particularly in the planned building area. For areas outside the proposed building footprint, existing foundations, floor slabs, and utilities should be removed where they conflict with proposed utilities, retaining walls, and pavements. In such cases, existing foundations, floor slabs, and utilities should be removed to a depth of at least 2 feet below the affected utility or design pavement subgrade elevation. Over excavation required to remove site improvements should be backfilled with properly placed and compacted fill as discussed in Compaction Requirements. The exposed subgrade should be proof rolled prior to placing any fill. In cut areas, proof rolling should be performed after excavating to final grade. It is not necessary to proof roll exposed and undisturbed limestone and marl. The proof rolling should be performed with a fully loaded, tandem -axle dump truck or other equipment providing an equivalent subgrade loading. A minimum gross weight of 20 tons is recommended for the proof rolling equipment. Where practical, the proof rolling should consist of several overlapping passes in mutually perpendicular directions over a given area. Any soft or pumping areas should be modified using one of the methods discussed in this section. Responsive ■ Resourceful ■ Reliable 5 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 lrerracon GeoReport Methods of remediating soft areas identified during the proof rolling include scarification and compaction at the proper moisture content, lime/cement treatment, or removal of unstable materials and replacement with granular fill (with or without a geogrid). The appropriate method of improvement, if required, would be dependent on factors such as schedule, weather, the size of the area to be stabilized, and the nature of the instability. More detailed recommendations can be provided during construction as the need for subgrade modification occurs. Performing site grading operations during warm seasons and dry periods would help to reduce the amount of subgrade stabilization required. Fill Material Types Fill materials should meet the following requirements. Material Type On -Site Soils Imported Clay Fill Description Appropriate Use 0 General site grading Free of vegetation, organic material, debris, and ■ Pavement subgrade rocks greater than 4 inches in maximum Utility trench backfill dimension. L Truck dock wall and basement wall backfill Clay soil free of hazardous chemicals, vegetation, organic material, debris, and rocks greater than 4 inches in maximum dimension. UK with a liquid limit (ILL) of 50 or less Uniformly blended sandy clay to clayey sand with Select Fill a liquid limit (ILL) of 35 or less and a plasticity index (PI) in the range of 6 and 15. TxDOT Item 247, Type A or D, Grade 1-2. Flexible Base Recycled concrete meeting this gradation is acceptable. Free -draining Non -plastic material with less than 3% passing granular the No. 200 sieve, such as ASTM C33 No.56 or material No. 57 aggregate 1. TxDOT — Texas Department of Transportation Compaction Requirements General site grading Pavement subgrade Utility trench backfill Truck dock wall and basement wall backfill Building pad and flatwork areas Truck dock wall and basement wall backfill Building pad and flatwork areas Truck dock wall and basement wall backfill Below -grade wall backfill Below basement floor slab Truck dock wall and basement wall backfill We recommend that all fill be observed and tested for moisture content and compaction during Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t placement. Should the results of the in -place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test must be reworked and retested as required until the specified moisture and compaction requirements are achieved. Recommendations for compaction are presented in the following table. All fills should be placed at a maximum loose lift thickness of 9 inches. Item Compaction Moisture Content On -site soils or imported fills, A minimum of 95% maximum At or above of optimum moisture less than 10 feet below finish standard Proctor dry density content grade (ASTM D 698) On -site soils or imported fills, 10 feet or greater below finish grade Select fill / flexible base A minimum of 98% maximum standard Proctor dry density (ASTM D 698) A minimum of 95% maximum standard Proctor dry density (ASTM D 698) In the range of -2 to +2 percentage points of optimum moisture content In the range of -2 to +2 percentage points of optimum moisture content Pavement subgradesI A minimum of 95% maximum In the range of 0 to +3 percentage (upper 6 inches of soil below standard Proctor dry density points of optimum moisture pavement) (ASTM D 698) content At a minimum of 60% of relative At a moisture content that Free -draining granular material density (ASTM D4253) facilitates compaction 1 The compaction criteria in the fire lanes and public roadways must meet the requirements of the local governing authority. 2. Swell tests must be performed on the moisture conditioned soils to evaluate the compaction moisture content that results in 1 percent or less swell. The testing program is described in the Construction Observation and Testing section. Utility Trenches Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the structure should be backfilled to restrict water intrusion and flow through the trenches that could migrate below the structure. We recommend constructing a clay or flowable fill "trench plug" that extends at least 2 feet out from the exterior perimeter of the building. The clay fill/flowable fill should be placed to surround the entire utility line and it should fill the utility trench in width and height, with the exception of topsoil at the surface. If a clay plug is used, it should consist of a clay soil with a minimum plasticity index (PI) of 25 and should be compacted in accordance with the applicable recommendations as described in Compaction Requirements. If flowable fill is used, it should meet the requirement of TOOT Item 401, excavatable or non-excavatable characteristics. Responsive ■ Resourceful ■ Reliable 7 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t Utility lines will be placed in backfilled trenches surrounded by expansive clays capable of moving several inches cyclically throughout the year. This level of movement can lead to bending, cracking, or separation of utility lines and connections. Care should be taken that utility trenches are not left open for extended periods and they are properly backfilled. Flexible joints and connections should be designed by the mechanical, electrical and plumbing (MEP) designer to accommodate differential movements along the utility lines, particularly in areas where ground supported utilities and structurally supported utilities converge. Where utilities penetrate grade beams, wall panels, and below -grade walls, an opening should be provided in the grade beams, wall panels, and below -grade walls and the utility line should be centered in the opening. A clear spacing equivalent to the potential vertical rise (PVR) of the on -site soil should be provided between the outside surface of the utility line and the grade beam and below -grade wall. When moisture conditioning is performed as described in Floor Slabs/Flatwork on Modified the PVR is % inch. Earthwork Construction Considerations It is anticipated that excavations in the on -site clay soils can be accomplished with conventional earthmoving equipment. The limestone is hard and may be difficult to excavate. Excavations extending into the limestone may require breaker hoes, trenchers and milling machines equipped with rock teeth. Line drilling can be used to control over break at the limits of the excavation. The limestone may be very difficult to process down for use as suitable fill in the building and paving areas and may have to be placed in landscape areas (i.e. outside building and pavement areas) or wasted. The on -site clay soils exposed during construction are anticipated to be relatively stiff and therefore should be able to support lightly loaded construction equipment when dry. However, stability of the subgrade will be affected by rainfall and repetitive construction traffic. If unstable conditions develop, workability of the soils may be improved by scarifying and drying. Upon completion of the site grading, care should be taken to maintain the subgrade moisture content prior to construction of the building floor slabs and pavements. Construction traffic over the completed subgrade should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. If the subgrade should become frozen, desiccated, saturated, or disturbed, the affected material should be scarified, moisture conditioned, and recompacted prior to floor slab and pavement construction. Fill placed against slopes and embankments should be placed in relatively horizontal lifts to avoid potential sliding of the new fill. When placing fill on slopes and embankments that are steeper than about 6H:1 V, the fill should be benched into the slope. The bench width should be sufficient to accommodate at least one full width of the compaction equipment. Any lift that becomes desiccated, rutted, or disturbed should be reworked prior to placing a subsequent lift. Responsive ■ Resourceful ■ Reliable 8 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t As a minimum, all temporary excavations should be sloped or braced as required by Occupational Health and Safety Administration (OSHA) regulations to provide stability and safe working conditions. Temporary excavations will probably be required during grading operations. The grading contractor, by his contract, is usually responsible for designing and constructing stable, temporary excavations and should shore, slope or bench the sides of the excavations as required, to maintain stability of both the excavation sides and bottom. All excavations should comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. Construction Observation and Testing The earthwork efforts should be monitored under the direction of the Geotechnical Engineer. Monitoring should include documentation of adequate removal of any existing fill, vegetation, any debris/ deleterious materials, trees, tree roots, and topsoil, proof -rolling and mitigation of areas delineated by the proof -roll to require mitigation. Each lift of compacted fill should be tested, evaluated, and reworked as necessary until approved by the Geotechnical Engineer prior to placement of additional lifts as outlined in Compaction Requirements section and as recommended in the following table. Subgrade Moisture and density -controlled soils within building and adjacent flatwork areas Pavement subgrade Frequency of In -Place Moisture and Density Tests' At least one test per 2,500 sf of area per compacted lift with a minimum of 3 tests per lift At least one test per 5,000 sf of area per compacted lift with a minimum of 3 tests per lift Trench backfill At least one test for every 50 linear feet per lift of compacted trench backfill Daily reports documenting activities, test results and list on non -conforming tests should be provided to the team. The imported fill, select fill, and flexible base should be sampled and tested on a regular basis to confirm that it does meet the properties recommended in this report. In areas of foundation excavations, the bearing subgrade should be evaluated under the direction of the Geotechnical Engineer's representative. In the event that unanticipated conditions are encountered, the Geotechnical Engineer should prescribe mitigation options. Site Grades and Drainage All permanent slopes taller than 6 feet should be 4 Horizontal to 1 Vertical (4H:1 V) or flatter. A slope stability analysis should be performed if steeper slopes are considered. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRe port Positive drainage away from the building must be provided during the construction and maintained through the life of the building. Infiltration of water into excavations should be prevented during construction. It is important that subgrade soils are not allowed to become excessively wet or dry. Exposed (unpaved) ground should be sloped away from the building for at least 10 feet beyond the perimeter of the building. Roof runoff and surface drainage should be collected and discharged away from the building to prevent wetting of the subgrade soils. Roof gutters should be installed and connected to downspouts and pipes directing the roof runoff at least 10 feet away from the building or discharged on to positively sloped flatwork such as the aprons. Ideally, roof drains should discharge by closed pipe into the storm drainage system. After building construction and landscaping, final grades should be verified to document effective drainage has been achieved. Grades around the structures should also be periodically inspected and adjusted as necessary as part of the structure's maintenance program. Where paving or flatwork abuts the structures, a maintenance program should be established to effectively seal and maintain joints and prevent surface water infiltration. Water permitted to pond next to the structures can result in greater soil movements than those discussed in this report. Estimated movements described in this report are based on effective drainage for the life of the structures and cannot be relied upon if effective drainage is not maintained. Landscaping Considerations Sprinkler mains and spray heads should be located at least 5 feet away from the building such that they cannot become a potential point source of water directly adjacent to the building. Watering of vegetation should be performed in a timely and controlled manner and prolonged watering or prolonged non -watering periods should be avoided. Special care should be taken such that underground utilities do not develop leaks with time. The owner and landscape designer should be made aware that placing large bushes and trees adjacent to the building and flatwork may cause significant post -construction moisture variations in the active clay soils underlying the building and flatwork. The moisture variations can result in uneven floors and flatwork, cracks in walls, and misaligned doors and windows. A general guideline would be to locate trees no closer than a distance equal to the mature tree height for that tree species. Planters located adjacent to the building should preferably be self-contained, or at least designed to drain away from the building and flatwork. Responsive ■ Resourceful ■ Reliable 10 Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building Fort Worth, Texas - April 5, 2023 Terracon Project No. 95225211 GeoReport DEEP FOUNDATIONS Drilled Shaft Design Parameters Design parameters are provided in the following table for the design of drilled shaft foundations. The values presented for allowable side friction and end bearing include a factor of safety. Design Parameter Bearing stratum Recommendations Light gray and gray limestone and marl (GeoModel Layer 5) Anticipated elevation of bearing stratum 1 594 to 597 feet Minimum elevation of bottom of drilled shaft Allowable end bearing A minimum of 2 shaft diameters above elevation 542 feet. Deeper borings should be drilled if the shafts must extend to greater depths. 60,000 psf Allowable skin friction — compression 7,000 psf Allowable skin friction — tension Minimum drilled shaft length 5,600 psf 8 feet below the bottom of grade beams, walls and Minimum penetration to develop end bearing 2 feet or 1 shaft diameter, whichever is greater Penetration to develop skin friction Minimum center to center spacing to develop full skin friction Groups of 3 or more shafts placed closer than 2.5 shaft diameters Minimum shaft diameter Settlement Below the surface of the limestone/marl or below any temporary casing set in the limestone/marl, whichever is deeper. 2.5 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined by Terracon on a case -by -case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1.0 diameter. Should be evaluated on a case -by -case basis by Terracon. Alternative installation sequences may be needed to allow for a minimum of 48 hours concrete curing time, before installation of adjacent shafts. 1 18 inches Settlement of drilled shaft foundations subjected to column loads of about 2,350 kips is estimated to be about '/2 inch, and settlement of drilled shaft foundations subjected to column loads of about 4,800 kips are estimated to be about 1/4 inch. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 GeoRepoft Drilled Shaft Lateral Loading The following table lists input values for use in LPILE analyses. LPILE estimates values of kh and £5o based on strength, and we recommend using the default values. Since deflection or a service limit criterion will most likely control lateral capacity design, no safety/resistance factor is included with the parameters. Soil Type Clay Soil Tan Limestone LPILE Material Type Stiff clay w/o free Weak Rock (Reese) water Effective Soil Unit Weight 130 135 (pcf) Undrained cohesion, c (psf) 1,500 N/A Initial Modulus of Rock N/A 11,000 Mass, Er (psi) Uniaxial Compressive Strength (psi) Rock Quality Designation, RQD (%) Krm N/A N/A N/A 110 M 0.0005 Light Gray and Gray Limestone and Marl Weak Rock (Reese) 140 N/A 44,500 445 90 0.0005 When drilled shafts are used in groups, the lateral capacities of the shafts should be reduced as compared to the capacity of a single, independent shaft. Guidance for applying p-multiplier factors to the p values in the p-y curves for each row of shafts within a shaft group are as follows: Center to Center Shaft Spacing (C-C) Lead Row 3D 0.8 4D 0.9 5D 1.0 6D 1.0 D is defined as the diameter of the largest shaft P-Multiplier Second Row Third Row and Higher Rows 0.4 0.65 0.85 1.0 0.3 0.5 0.7 1.0 Loading direction and spacing should be taken as defined in the following figures. If the loading of a single row of shafts is perpendicular to the row as shown in the bottom figure, a group reduction factor of less than 1.0 should only be used if the shaft spacing is less than 5D. For example, for a shaft spacing of 4D, a p-multiplier of 0.9 should be used, and for a shaft spacing of 3D, a p-multiplier of 0.8 should be used. Responsive ■ Resourceful ■ Reliable 12 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 c-c Lateral Load Third Row Second Lead and Higher Row Row Lateral J! ! ! Load Lateral Load Uplift lrerracon GeoRepor t The drilled shafts will be subject to uplift as a result of heave in the overlying clay soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in - situ moisture levels at the time of construction. The shafts must contain sufficient continuous vertical reinforcing and embedment depth into the limestone and marl stratum to resist the net tensile load. For the conditions encountered at this site, the uplift load can be approximated by assuming a uniform uplift of 1,500 psf over the shaft perimeter that is in contact with the overburden clays. The uplift should be considered to a depth of 10 feet below finished exterior grades. Drilled Shaft Construction Considerations The construction of all drilled shafts should be observed by experienced geotechnical personnel during construction to confirm: 1) the bearing stratum; 2) the minimum bearing depth; 3) that Responsive ■ Resourceful ■ Reliable 13 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 lrerracon GeoReport groundwater seepage, if encountered, is correctly handled; and 4) that the shafts are within acceptable vertical tolerance. Recommendations for drilled shaft construction are presented in the following table. Item Recommendation Drilled shaft installation Current version of American Concrete Institute's "Standard Specification for specification the Construction of Drilled Piers" ACI 336. Top of shaft Enlarged (mushroom -shaped) top in contact with the clays should not be completion allowed. Time to complete Drilled shaft construction should be completed within 8 hours in a continuous manner to reduce side wall and base deterioration. The concrete should be placed in a manner to avoid striking the reinforcing steel during placement. Care should be taken to not disturb the sides and bottom of the excavation during construction. The bottom of the shaft Installation methods excavation should be free of loose material before concrete placement. Concrete should be placed as soon as possible after the foundation excavation is completed, to reduce potential disturbance of the bearing surface. Seepage was not observed in the borings. However, groundwater could be encountered during wet periods of the year. If ground water is encountered, rapid placement of steel and concrete may permit shaft installation to proceed; however, seepage rates could be sufficient to require the use of temporary Groundwater control casing or underwater placement methods. The casing should be seated in the limestone and marl stratum with all water and most of the loose material removed prior to beginning the design penetration. While withdrawing casing, care should be exercised to maintain concrete inside the casing at a sufficient level to resist earth and hydrostatic pressures acting on the casing exterior. Special Conditions The limestone is hard and may be difficult to penetrate. A contractor experienced with drilling in hard rock should be retained for this project. The drilled shaft installation process should be performed under the direction of the Geotechnical Engineer. The Geotechnical Engineer should document the shaft installation process including soil/rock and groundwater conditions encountered, consistency with expected conditions, and details of the installed shaft. Grade Beams/Pier Caps In conjunction with drilled shafts, all grade beams and pier caps should be supported by the drilled shafts. A minimum void space of 8 inches is recommended between the bottom of grade beams, pier cap extensions and the subgrade. This void will serve to minimize distress resulting from swell pressures generated by the clay soils. Structural cardboard forms are one acceptable Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t means of providing this void beneath cast -in -place elements. Soil retainers should be used to prevent infilling of the void. The provision of the void space is not required where the grade beams are formed within the limestone stratum The grade beams should be formed rather than cast against earth trenches. Backfill against the exterior face of grade beams, wall panels and pier caps should be using on site clay soils placed and compacted as described in Compaction Requirements. SEISMIC CONSIDERATIONS The seismic design requirements for buildings and other structures are based on Seismic Design Category. Site Classification is required to determine the Seismic Design Category for a structure. The Site Classification is based on the upper 100 feet of the site profile defined by a weighted average value of either shear wave velocity, standard penetration resistance, or undrained shear strength in accordance with Chapter 20 of ASCE/SEI 7-16 and the International Building Code (IBC). Based on the soil/bedrock properties encountered at the site and as described on the exploration logs and results, it is our professional opinion that the Seismic Site Classification is B. Subsurface explorations at this site were extended to a maximum depth of 65 feet. The site properties below the boring depth to 100 feet were estimated based on our experience and knowledge of geologic conditions of the general area. Additional deeper borings or geophysical testing may be performed to confirm the conditions below the current boring depth. FLOOR SLABS AND FLATWORK The recommendations discussed in this section are for lightly loaded floor slabs and adjacent flatwork (sidewalks, patios, entry ways) that are situated at or near existing site grades or finished exterior grades. Lightly loaded floor slabs and flatwork placed on -grade will be subject to movement due to moisture induced volume changes in the active soils that can occur following construction. The soils expand (swell) with increases in moisture and contract (shrink) with decreases in moisture. The movement typically occurs as post construction heave. The potential magnitude of the moisture induced movements is rather indeterminate. It is influenced by the soil properties, overburden pressures, and soil moisture levels at the time of construction. Based on the soil types encountered in the borings, movements in floor slabs and flatwork placed on grade are estimated to be on the order of 3 to 4 inches for dry soil moisture conditions that can exist prior to construction. Differential movements could be greater than 4 inches if one edge of the floor slab or flatwork is lifted due to soil swell and an opposite edge is subject to shrinkage due to moisture loss. A structurally supported system is recommended if floor slab and flatwork movements are to be limited to less than % inch. If movements of about % inch are acceptable, the building floor slab Responsive ■ Resourceful ■ Reliable 15 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t and flatwork can be supported on a modified subgrade that has been prepared to reduce soil movement. Note that movements of 1/4 inch can result in uneven floors, sticking doors, and cracking of floor slabs, flatwork, and wall partitions. If the risk of these movements is unacceptable, the floor slabs and flatwork should be structurally supported above the active clays. Structural System The building floor slab and adjacent flatwork should be structurally supported above the subgrade if movements are to be limited to less than % inch. A minimum void space of 8 inches is recommended between the slab or flatwork and the underlying subgrade. The minimum void space can be provided by the use of cardboard carton forms, or a deeper crawl space. We understand portions of the building will be constructed with a crawl space that extends about 5 to 6 feet below finish floor elevation. A ventilated and drained crawl space is preferred under the building for several reasons, including the following: Ground movements will affect the project utilities, which can cause breaks in the lines and distress to interior fixtures. A crawl space permits utilities to be hung from the superstructure, which greatly reduces the possibility of distress due to ground movements. It also can provide ready access in the event repairs are necessary. di Ground movements are uneven. A crawl space can be positively drained preventing the ponding of water and reducing the possibility of distress due to unexpected ground movements. If it is desired to maintain a relatively dry crawl space and to provide a relatively stable working surface in the crawl space, we recommend a mud -slab be utilized. The mud -slab should be sloped to drains. Also, we recommend a perimeter drainage system as described in Subsurface Drainage for Below -Grade Walls be installed to prevent surface water intrusion into the crawl space. Floor Slabs/Flatwork on Modified Subgrade Slab on grade construction should only be considered if slab movements on the order of % inch are considered acceptable. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on -grade slab movements. A suitable method for this site consists of removing a portion of the on -site clays and replacing the clay soils with select fill or flexible base material. If movements on the order of 1/4 inch are acceptable, we recommend the on -site clays be excavated to a depth of 6 feet below finish building pad elevation. Select fill or flexible base material must then be placed up to finish building pad elevation. The select fill or flexible base material must meet the requirement as described in Earthwork. The select fill for flexible base should extend laterally at least 5 feet beyond the building perimeter or to the edge of the flatwork. Any select fill or flexible Responsive ■ Resourceful ■ Reliable 16 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 lrerracon GeoReport base material that extends beyond the building perimeter should be capped with 12 to 18 inches of clay or flatwork. It should be noted that excessive water from any source could result in movements greater than 3/4 inch. For example, should leaks develop in underground water or sewer lines or the grades around the structure allow ponding of water, unacceptable slab movements could develop. The area around the structure must be well drained, landscape beds must not be over watered or allow ponding of water, and utility leaks are promptly repaired. Trees should be planted at least one -mature tree height from the building. Root barriers should be installed if trees are planted closer. Floor Slab Design Parameters Item Description Floor slab support Prepared with 6 feet of select fill or flexible base as discussed in Floor Slabs Estimated modulus of subgrade reaction 150 pounds per square inch per inch (psi/in) for point loads 1. Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade condition, the requirements noted in Earthwork, and the floor slab support as noted in this table. It is provided for point loads. For large area loads the modulus of subgrade reaction would be lower. The use of a vapor retarder should be considered beneath concrete slabs on grade covered with wood, tile, carpet, or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder. Saw -cut control joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations refer to the ACI Design Manual. Joints or cracks should be sealed with a waterproof, non -extruding compressible compound specifically recommended for heavy duty concrete pavement and wet environments. Where floor slabs are tied to perimeter walls or turn -down slabs to meet structural or other construction objectives, our experience indicates differential movement between the walls and slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the length of the structural dowels. The Structural Engineer should account for potential differential movement through use of sufficient control joints, appropriate reinforcing or other means. Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 GeoRepoft Floor Slab Construction Considerations Finished subgrade, within and for at least 10 feet beyond the floor slab, should be protected from traffic, rutting, or other disturbance and maintained in a relatively moist condition until floor slabs are constructed. If the subgrade should become damaged or desiccated prior to construction of floor slabs, the affected material should be removed and structural fill should be added to replace the resulting excavation. Final conditioning of the finished subgrade should be performed immediately prior to placement of the floor slab support course. The Geotechnical Engineer should approve the condition of the floor slab subgrades immediately prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled trenches are located. BASEMENT AREAS The proposed structure will have a basement level situated about 11 to 14 feet below finish exterior grades. The below -grade floor slabs will be situated near the clay -limestone interface. We recommend a permanent perimeter drainage system and subfloor drainage system be installed in basement areas. The following recommendations should be implemented for below - grade walls and floor slabs. A subfloor drainage system is recommended beneath any below -grade areas. The subfloor drainage system should consist of a drainage layer and perforated collector pipes. The drainage layer should consist of drainage rock (free -draining granular material having less than 3% passing the No. 200 sieve, such as ASTM C33 No. 56 or No. 57 aggregate) with a minimum thickness of 6 inches. Perforated collector pipes should be placed in trenches with the pipe invert situated least 12 inches lower than the bottom of the floor slab. The perforated pipe should be covered with drainage rock. A filter fabric (Mirafi 140N, Geotex 401, TxDOT DMS-6200, Type I, or approved equivalent) should be used to separate the drainage rock and collector pipes from any soil subgrades. The subfloor drainage system should be sloped to discharge to suitable sumps. A drainage layer should also be provided behind permanent below -grade walls. The drainage layer can consist of an aggregate drainage system or a prefabricated drainage structure as described in Subsurface Drainage for Below -Grade Walls. The manufacturer of the prefabricated drainage structure should be consulted concerning the applicability, selection, and placement of the drainage structure. In addition, a representative of the drainage structure manufacturer should be present during initial and/or critical phases of the installation to verify proper installation techniques are used. Responsive ■ Resourceful ■ Reliable 18 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRe port The sizing of the perimeter collection system and the pump capacity should be designed by the MEP engineer to transmit the intercepted water to a permanent sump -and -pump system. We recommend that the MEP engineer design a dual -pump system with an adequate pumping capacity to easily exceed nominal seepage rates due to rainfall infiltration plus some additional safety -factored capacity. Our suggestion is to design the pump system for inflow rate of 0.1 gallons per minute per perimeter foot of basement/below-grade wall. This groundwater flow rate is based on groundwater inflow from rainfall and/or irrigation. The permanent below -grade walls should be waterproofed. A properly designed and constructed vapor retarder should be provided beneath slabs that are moisture sensitive or have moisture sensitive coverings. TRUCK DOCK WALLS AND BASEMENT WALLS Truck dock walls and basement walls will be constructed as part of site development. Walls that cannot tolerate vertical movements or that are associated with the building should be supported by drilled shafts, as discussed in Deep Foundations. A void space should be provided below drilled shaft supported walls as described in Grade Beams. It is not necessary to excavate undisturbed limestone to create a void space. Lateral Earth Pressures Walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to those indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown. Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall movement and is commonly used for basement walls, loading dock walls, or other walls restrained at the top. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. S = Surcharge For active pressure movement g (0.002 H to 0.004 H) S For at -rest pressure No Movement Assumed Horizontal Finished Grade H Horizontal Finished Grade I�—p� Retaining Wall Responsive ■ Resourceful ■ Reliable 19 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 Lateral Earth Pressure Design Parameters lrerracon GeoRepor t Earth Equivalent Surcharge Effective Fluid Pressures p2 Pressure Coefficient for Backfill Type Fluid DensityPressure (pcf) 2, 4, Condition (pcf) p, (psf) Unsaturated Free -draining granular material - 0.31 38 (0.31)S (38)H Select Fill - 0.42 55 (0.42)S (55)H Active (Ka) Flexible Base - 0.33 47 (0.33)S (47)H On -Site Soil - 0.61 80 (0.61)S (80)H Free -draining granular material - 0.47 57 (0.47)S (57)H At -Rest Select Fill - 0.59 77 (0.59)S (77)H (Ko) Flexible Base - 0.50 70 (0.50)S (70)H On -Site Soil - 0.75 98 (0.75)S (98)H 1 . For active earth pressure, wall must rotate about base, with top lateral movements 0.002H to 0.004H, where H is wall height. 2. Uniform, horizontal backfill, compacted to at least 95 percent of the ASTM D 698 maximum dry density, rendering a maximum unit weight of 120 pcf for free -draining granular material, 140 pcf for flexible base, and 130 pcf for select fill and on -site soils. 3. Uniform surcharge, where S is surcharge pressure. 4. Loading from heavy compaction equipment is not included. 5. No safety factor is included in these values. 6. In order to achieve "Unsaturated" conditions, follow guidelines in Subsurface Drainage for Below -Grade Walls. Backfill placed against structures should consist of free -draining granular material or approved on -site or imported fill soils. Wall backfill materials should be placed and compacted as described in Compaction Requirements. Free -draining granular material should not be water jetted to achieve compaction and should be placed at a moisture content to allow the desired density to be achieved. For the free -draining granular material, select fill or flexible base values to be valid, the free -draining granular material, select fill or flexible base must extend laterally at least 2 feet from the base of the wall and at an angle of at least 45 from vertical for the active or at -rest cases. The top of the backfill should be protected by flatwork/paving or a minimum thickness of 2 feet of clay fill (PI>25) to reduce surface water infiltration. Subsurface Drainage for Below -Grade Walls A perforated rigid plastic drain line installed behind the base of walls is recommended to prevent hydrostatic loading on the walls. The invert of the drain line around a below -grade building area Responsive ■ Resourceful ■ Reliable 20 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t or exterior retaining wall should be placed near foundation bearing level or a minimum of 12 inches below the bottom of the interior floor slab. The drain line should be sloped to provide positive gravity drainage to daylight or to a sump pit and pump. The drain line should be surrounded by clean, free -draining granular material having less than 3% passing the No. 200 sieve, such as ASTM C33 No. 56 or No. 57 aggregate. The free -draining aggregate should be encapsulated in a filter fabric. The granular fill should extend to within 2 feet of final grade, where it should be capped with compacted cohesive fill to reduce infiltration of surface water into the drain system. As an alternative to free -draining granular fill, a prefabricated drainage structure may be used. A prefabricated drainage structure is a plastic drainage core or mesh which is covered with filter fabric to prevent soil intrusion and is fastened to the wall prior to placing backfill. Wall Backfill Settlement Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be designed for potential soil loading due to fill settlement. Flatwork, sidewalks and pavements over fills may also settle. Backfill compacted to the density recommended above is anticipated to settle on the order of one to two percent of the fill thickness. TEMPORARY RETENTION SYSTEMS Where space allows, the sides of the excavation, within the overburden soils, may be excavated using a 1 horizontal to 1 vertical slope. The exposed slopes will require periodic maintenance during the basement construction. In areas where the excavation is close to existing streets, utilities, or other structures the slopes can be restrained by a temporary retention system extending below the base of the excavation. Typically, retention systems are designed by the excavation contractors and reviewed by the Structural Engineer and the Geotechnical Engineer. Soldier Piles and Lagging The soldier piles, whalers, and lagging can be designed using a lateral earth pressure of 80 psf/ft for clay fill, overburden soils and weathered tan limestone assuming drained conditions. A lateral earth pressure of 40 psf can be used in the light gray to gray limestone and marl. The lateral component of surcharge loads can be determined using a coefficient of 0.6. The soldier piles should be penetrated sufficiently to anchor the toe of the pier using an allowable shear of 6,000 psf from the surface formed from the base of the pier extending to the excavation floor at an angle of 45 degree. Responsive ■ Resourceful ■ Reliable 21 Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building * Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 GeoReport Soil Nail System Soil nails embedded in the overburden soils and weathered bedrock (tan limestone) can be used to restrain lateral soil movements using the following recommendations. The soil nails should be installed at 4 to 6-foot centers in every direction. Ultimate Bond Unit Weight Cohesion Friction Angle Material (pcf) (psf) (degrees) Stress (psf) Fat clay / lean 130 100 18 750 clay Tan limestone 135 8,000 0 2,000 Limestone and 140 32,000 0 6,000 marl CORROSIVITY The following table lists the results of laboratory soluble sulfate, soluble chloride, electrical resistivity, and pH testing. The values may be used to estimate potential corrosive characteristics of the on -site soils with respect to contact with the various underground materials which will be used for project construction. Corrosivity Test Results Summary Sample Soluble Soluble Soluble Total Electrical Red-Ox Boring Depth pH Sulfate Sulfides Chloride Salts Resistivity (feet) (ppm) (ppm) L N i I Nil Nil (ppm) 81 94 69 (mV) +425 +423 +428 (ppm) (.0-cm) B-2 2-4 7.7 31 764 1,549 B-5 6-8 8.2 2-4 8.0 5 1,130 3,924 1,859 B-9 11 1,015 Results of soluble sulfate testing indicate samples of the on -site soils tested possess low sulfate concentrations when classified in accordance with Table 19.3.1.1 of the ACI Design Manual (ACI 318-19). Concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. Responsive ■ Resourceful ■ Reliable 22 Geotechnical Engineering Report lrerracon Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 GeoRepoft PAVEMENTS General Pavement Comments Pavement designs are provided for the traffic conditions and pavement life conditions as noted in Project Description and in the following sections of this report. A critical aspect of pavement performance is site preparation. Pavement designs as noted in this section must be placed on a subgrade that has been prepared as recommended in Site Preparation and Pavement Subgrades. Pavement Subgrades Subgrade materials at this site will most likely consist of clay soils. On -site, rigid (portland cement concrete) pavements (not associated with the City of Fort Worth) can be placed on an unmodified, properly compacted subgrade. The subgrade should be uniformly compacted to the criteria described in Compaction Requirements. It should then be protected and maintained in a moist condition until the pavement is placed. Pavement subgrades should be graded to prevent ponding and infiltration of excessive moisture on or adjacent to the pavement subgrade surface. Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Support characteristics of subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade, such as soils encountered on this project. Thus, the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. Pavement Design Parameters A modulus of subgrade reaction of 100 pci was used for the portland cement concrete (PCC) pavement designs. The value was empirically derived based upon our experience with the clay subgrade soils and our expectation of the quality of the subgrade preparation as described in Site Preparation and Pavement Subgrades. A modulus of rupture of 530 psi was used in design for the concrete (based on correlations with a minimum 28-day compressive strength of 3,500 psi). A 20-year design life was used Detailed traffic loads and frequencies were not available; however, we anticipate that traffic will consist primarily of passenger vehicles in the parking areas and passenger vehicles combined Responsive ■ Resourceful ■ Reliable 23 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t with emergency vehicles, occasional garbage trucks, service trucks, and delivery trucks in driveways. If heavier traffic loading is expected or other traffic information is available, Terracon should be provided with the information and allowed to review the pavement sections provided herein. The assumed traffic frequencies and loads used to design pavement sections for this project are provided in the following table. Pavement Area Traffic Category Car Parking Areas and A Access Lanes Entrances and Truck B Service Lanes Dumpster Pickup Areas, Drive Lanes Subjected to E Garbage Trucks, and Fire Lanes Traffic Description Passenger cars, pickup trucks, and 1 or less trucks; per day Passenger cars, pickup trucks, 25 or less trucks per day Passenger cars, pickup trucks, garbage trucks, dumpster trucks, and fire trucks 1 . Trucks are defined as vehicles with at least six wheels; excludes panel trucks, pickup trucks, other four- wheel vehicles, garbage trucks, and fire trucks. Pavement Section Thickness Design of Portland Cement Concrete (PCC) pavements are based upon American Concrete Institute (ACI) 330R-21; Commercial Concrete Parking Lots and Site Paving Design and Construction - Guide. The following table provides our estimated minimum thickness of PCC pavements. Layer PCC V Scarified and Compacted Subgrade Portland Cement Concrete Design Traffic Category A 5 101 Thickness (inches) Traffic Category B 6 0 Traffic Category E 7 0 The concrete should have a minimum 28-day compressive strength of 3,500 psi. As a minimum, the section should be reinforced with No. 3 bars on 18-inch centers in both directions. Refer to ACI 330R-21 for more information concerning joint spacing, joint depth, joint location, etc. Flat grades should be avoided with positive drainage provided away from the pavement edges. Backfilling of curbs should be accomplished as soon as practical to prevent ponding of water. Responsive ■ Resourceful ■ Reliable 24 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t Openings in pavement, such as landscape islands, are sources for water infiltration into surrounding pavements. Water collects in the islands and migrates into the surrounding subgrade soils thereby degrading support of the pavement. This is especially applicable for islands with raised concrete curbs, irrigated foliage, and low permeability near -surface soils. The civil design for the pavements with these conditions should include features to restrict or to collect and discharge excess water from the islands. Examples of features are edge drains connected to the storm water collection system or other suitable outlet and impermeable barriers preventing lateral migration of water such as a cutoff wall installed to a depth below the pavement structure. Pavement Maintenance The pavement sections represent minimum recommended thicknesses and, as such, periodic maintenance should be anticipated. Therefore, preventive maintenance should be planned and provided for through an on -going pavement management program. Maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Maintenance consists of both localized maintenance (e.g., crack and joint sealing and patching) and global maintenance (e.g., surface sealing). Preventive maintenance is usually the priority when implementing a pavement maintenance program. Additional engineering observation is recommended to determine the type and extent of a cost-effective program. Even with periodic maintenance, some movements and related cracking may still occur, and repairs may be required. Pavement performance is affected by its surroundings. In addition to providing preventive maintenance, the civil engineer should consider the following recommendations in the design and layout of pavements: ;�o Final grade adjacent to paved areas should slope down from the edges at a minimum 2%. Subgrade and pavement surfaces should slope to promote proper surface drainage. Install joint sealant and seal cracks immediately. Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to subgrade soils. Place compacted, low permeability backfill against the exterior side of curb and gutter. Place curb, gutter and/or sidewalk directly on clay subgrade soils rather than on unbound granular base course materials. GENERAL COMMENTS Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we Responsive ■ Resourceful ■ Reliable 25 Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 lrerracon GeoRepor t can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on -site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third -party beneficiaries intended. Any third -party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive ■ Resourceful ■ Reliable 26 FIGURES Contents: GeoModel Note: All attachments are one page unless noted above. Responsive ■ Resourceful ■ Reliable GEOMODEL Texas A&M Law & Education Building Fort Worth, TX y Terracon Project No. 95225211 610 600 590 4) w 580 N z O Q 570 W J W 560 550 540 1 rerrac®n Geaftpor B-1 B-2 ....... 3 y10..... 0.4 0.3 2 2 3 12 10:5..... 4 13.5 ......... 5 ............ 25 .......... 65 - - 0.3 0.3 2 2 1 s 3, 8 11 4 13 .......... ......... 25 65 3 - - 0.3 0.3 z 2 ; 3 9........ ....... 11 10 4 13 .......... 5 .......... 25 ............................ 65 B-7 0.3 0.3 2 3 $........ 9 4 12 13 5 ............ 25 ........................... ........................... 65 B-9 3 . 0.3 $..... 13 ....... ....... 65 3.......... 4 5 .............................. ............................... 4 4 5 ............................. .............................. 5— L 5 .. 5— .......... ........... This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions. Model Layer Layer Name General Description 1 Pavement surface Asphaltic concrete, 3 to 5 inches 2 Fill Fat clay (CH), dark brown, brown, tan, and gray, with sand and occasional wood fragments Fat clay (CH) and lean clay (CL), dark brown, brown, tan, and 3 Overburden soil gray, with occasional calcareous deposits and limestone fragments and seams 4 Weathered bedrock Limestone, tan, with clay seams and layers L5 Bedrock Limestone and marl; light gray and gray LEGEND ■Asphalt ® Highly Weathered Limestone ® Fat Clay Interbedded Limestone and Shale ® Lean Clay NOTES: Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project. Numbers adjacent to soil column indicate depth below ground surface. ATTACHMENTS Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Texas A&M Law & Education Building r. Fort Worth, Texas April 5, 2023 w Terracon Project No. 95225211 EXPLORATION AND TESTING PROCEDURES Field Exploration Number of Borings Boring Depth 5 65 feet 4 25 feet lrerracon GeoRepor t Location Building and pavement areas Boring Layout and Elevations: Terracon personnel provided the boring layout. Coordinates were obtained with a handheld GPS unit (estimated horizontal accuracy of about ±10 feet) and approximate elevations were estimated from topographical information available from www.dfwmaps.com. Subsurface Exploration Procedures: We advanced the borings with a truck -mounted, rotary drill rig using continuous flight augers (solid -stem and/or hollow -stem as necessary depending on soil conditions). Soil samples were obtained using thin -walled tube and split -spoon sampling procedures. In the thin -walled tube sampling procedure, a thin -walled tube is pushed hydraulically into the soil to obtain a relatively undisturbed sample. In the split -barrel sampling procedure, a split -barrel sampling spoon is driven into the ground. The load -carrying capacity of bedrock was evaluated in place by the Texas Department of Transportation (TxDOT) cone penetration test. Rock coring (using NX rock core barrel) was performed at three of the boring locations. The samples were placed in appropriate containers, taken to our laboratory for testing, and classified under the direction of a geotechnical engineer. In addition, we observed and recorded groundwater levels during drilling and sampling. For safety purposes, all borings are backfilled with auger cuttings after their completion and the pavement surface patched. Our exploration team prepared field boring logs as part of the standard drilling operations. These field logs include visual classifications of the materials encountered during drilling and our interpretation of the subsurface conditions between samples. Final boring logs are prepared from the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. Laboratory Testing The project engineer reviewed the field data and assigned laboratory tests to understand the engineering properties of the various soil and rock strata, as necessary, for this project. The following tests were performed on selected samples: • Water (Moisture) Content of Soil ■ Liquid Limit, Plastic Limit, and Plasticity Index of Soils • Unconfined Compressive Strength of Cohesive Soils Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 lrerracon GeoReport Unconfined Compressive Strength of Rock Absorption Swell Tests Corrosivity Tests (pH, redox, sulfates, sulfides, chlorides, electrical resistivity) Absorption swell tests were performed on selected samples. These tests were used to quantitatively evaluate volume change potential at in -situ moisture levels. The results of these tests are presented in the following tables. SWELL TEST RESULTS Liquid Plasticity Initial Final Boring Depth Surcharge Swell Limit Index Moisture Moisture NO. (feet) (psf) (%) (%) (%) (%) (%) B-1 6-8 39 21 18.2 19.2 875 0.1 B-2 6-8 31 14 18.2 17.5 875 0.0 B-4 2-4 67 44 26.1 27.0 375 0.6 B-5 4-6 59 39 20.1 21.3 625 0.6 Responsive ■ Resourceful ■ Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 PHOTOGRAPHY LOG lrerracon GeoReport- Standing Near Northwest Corner of Site, Looking Southeast .r � t aA.•� ar %�• A �'R 'p aa, �«•� •A pm• C Standina Near Northeast Corner of Site. Lookina Southwest I Responsive ■ Resourceful ■ Reliable PHOTOGRAPHY LOG 1 of 2 Geotechnical Engineering Report Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 Terracon Project No. 95225211 Standinq Near Southwest Corner of Site, Lookinq Northeast Standina Near Southeast Corner of Site, Lookina Northwest lrerraicon GeoReport Responsive ■ Resourceful ■ Reliable PHOTOGRAPHY LOG 2 of 2 SITE LOCATION AND EXPLORATION PLANS Contents: Site Location Plan Exploration Plan Note: All attachments are one page unless noted above. Responsive ■ Resourceful ■ Reliable SITE LOCATIM I erracon Texas A&M Law & Education Building Fort Worth, Texas -------- — April 5, 2023 Terracon Project No. 95225211 GeoReport 77 .F f , �•\-� r� �hl '` 4 - [ pal 1 f Bus . I ; IS6 l ... , tilt 377 ISA �, w • + Park Historic Terracon Project 'I__ DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS EXPLORATION PLAN Texas A&M Law & Education Building Fort Worth, Texas April 5, 2023 ■ Terracon Project No. 95225211 _AM 10- 1rerracon Geo t EXPLORATION RESULTS Contents: Boring Logs (B-1 through B-9) Note: All attachments are one page unless noted above. q w a J Q Q) X W N u1 N m J J W O z 0 0 J Q U) 0 W 0 BORING LOG NO. B-1 Page 1 of PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX of > g p 0 C9 OJ v a LOCATION See-xploraticn Plan Latitude:32.74830 Longitude:-97.32470 Approximate Surface Elev.: 609 (Ft.) DEPTH ELEVATION Ft. v a o W z j0 w Q W W m O W 0-�v> ~ F o_ J W Q Of o 0 w STRENGTH TEST W z z O r, o ATTERBERG LIMITS a w ~ W LU (ifw 4 v o o LL-PL-PI 2 ASPLT, 5 inches + CLAY (CH), 2t7nd wood 607+/- 7HAbrown, tan, and very stiff (CH), dark 5.0 brown, stiff to very stiff 604+/- limestone layer LEAN CLAY (CL), with calcareous deposits and limestone fragments, tan and gray, very stiff to hard 10.0 599+/- 5 1 15 2 2 3 35 2.5 (HP) 21.6 3 2.75 (HP)LIC 1.86 15 28.8 92 66-23-43 100/0.75" 369.23 150.25 14.78 112.79 0.4 1 1 0.8 145 152 133 145 4.5+ (HP) 18.7 4.5+ (HP) 18.2 39-18-21 45-18-19 N=37 12.5 6.2 4.0 10.1 5.8 4 LIMESTONE, with clay seams, tan 12.0 597+/- 5 LIMESTONE AND MARL, light gray and gray 100/1.01, 98 92 98 98 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination Seefor a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.dfwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerracon 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry auger drilling Drill Rig: Driller: Briggs Project No.: 95225211 BORING LOG NO. B-1 Page 2 of 2 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX W > g w o CD O a ¢ LOCATION See Exploration Plan Latitude:32.74830 Longitude:-97.32470 Approximate Surface Elev.: 609 (Ft.) +/- DEPTH ELEVATION(Ft.)O a p J z jO w¢ �> W m w } ~ _ o Q U)v> F oU) J W o [ > O w o X STRENGTH TEST .-. w z ¢W � z Ov ,-. o >_ X BRG AT LIMITS a w w -- WZ -. w 4 �Of v o o z LL-PL-PI 9 5 LIMESTONE AND MARL, light gray and gray (continued) 65.0 544+/- Boring Terminated at 65 Feet 4 45 5 55 6 65 100 90 43.29 39.11 27.07 85.29 34.45 68.67 1.3 0.9 1 0.6 0.9 0.6 8.3 9.2 9.1 5.3 6.9 4.1 137 135 135 148 142 151 100 98 100 100 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Drill Rig: Driller: Briggs Project No.: 95225211 BORING LOG NO. B-2 Page 1 of 1 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w o CD O a a LOCATION See Exploration Plan Latitude:32.74850 Longitude:-97.32440 Approximate Surface Elev.: 609 (Ft.) +/- DEPTH ELEVATION(Ft.)O a. p z jO w¢ �> w� m w } ~ _ o_ Q U)v> F oco J W Of o [ > O w o X STRENGTH TEST w z ¢w z Ov o >_ RG AT LIMITS a w w -- WZ -. w v o o z LL-PL-PI 2 ASPHALT, 3 inches + 5 1 1 2 2 4.5+ (HP) 27.5 FILL - FAT CLAY (CH), 2.0 brown and tan, very stiff to 607+/- hard 4.0 FAT CLAY (CH), dark 605+/- brown to brown, stiff to very tiff LEAN CLAY (CL), tan and gray, stiff to very stiff 10.5 598.5+/- 3 4.0 (HP) 22.8 56-21-35 / 2.75 (HP) 16.9 4.5+ (HP) UC 1.35 6.3 18.2 117 31-17-14 8.8 48-28-22 N=50 4 LIMESTONE, with clay seams, tan 595.5+/- 113.5 5 LIMESTONE AND MARL, light gray and gray 25.0 584+/- 100/1.51, 100/1.75" 100/3.25" Boring Terminated at 25 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.diwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Reyes Project No.: 95225211 w. ¢ J qN LU H N N N m J w 0 0 0 rY rY ¢ 0 W BORING LOG NO. B-3 Page 1 of PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w p 0 C9 OJ v a ¢ LOCATION See Exploration Plan Latitude: 32.7486' Longitude:-97.3243' Approximate Surface Elev.: 608 (Ft.)+/- DEPTH ELEVATION Ft. v F a- o J z >O w Q �> w m O w } ~ _ o- Q �v> F oCO J w Of o > O w STRENGTH TEST W z ¢0- O o >_ RG AT LIMITS a �- w ~ w WZ4- w v o o z LL-PL-PI 2 ASPHALT, 4 inches + 5 1 15 20 2 3 35 4.5+ (HP) 28.5 FILL - FAT CLAY (CH), 2.o brown and tan, very stiff to 606+/- hard LEAN CLAY (CL), with calcareous deposits, tan and gray, stiff to very stiff 6.0 602+/- S / 4-4-16 N=20 16.5 14.0 38-18-20 4 LIMESTONE, with clay seams, tan 597+/- 50/5" 8.3 111.0 100/2.5" 5 LIMESTONE AND MARL, light gray and gray 100/0.75" 100/2.0" 100/0.75" 100/2.0" 100/0.75" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.diwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-20-2023 Boring Completed: 01-20-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 a w Q J Q qN X W N N N m J J W 0 0 0 rr rr Q O W 0 BORING LOG NO. B-3 Page 2 of 2 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w p 0 C9 OJ v a a LOCATION See Exploration Plan Latitude:32.7486' Longitude:-97.3243' Approximate Surface Elev.: 608 (Ft.)+/- DEPTH ELEVATION Ft. v F a o J z >O w Q �> w Lu m O w } ~ _ o_ Q �v> F oCO J W Of o > 0 w STRENGTH TEST W z ¢w z O o >_ RG AT LIMITS a �— w ~ W wo^ � w v o o z LL-PL-PI 5 LIMESTONE AND MARL, light gray and gray (continued) 65.0 543+/- Boring Terminated at 65 Feet 4 45 5 55 6 65 100/2.0" 100/1.5" 100/0.5" 100/2.5" 100/0' 5" 100/0.5" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-20-2023 Boring Completed: 01-20-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 U w Q J N LU N N N Ql J J W O z 0 rn it a rn 0 w O BORING LOG NO. B-4 Page 1 of 1 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX Of w g w o 0 CD v a ¢ LOCATION See Exploration Plan Latitude:32.74810 Longitude:-97.32460 Approximate Surface Elev.: 608 (Ft.) DEPTH ELEVATION Ft. v F a- o J z w Q �> W m O w _ w a Q F oCO J W Of o � > O w STRENGTH TEST W z Q0- O >_ AT L M ITS a w - WZ4- w v o o z LL-PL-PI 2 ASPHALT, 4 inches + 5 1 15 2 2 1.5 (HP) 32.3 s FILL - FAT CLAY (CH), brown and tan, stiff to very tiff 4.0 FAT CLAY (CH), dark 604+/- brown to brown, stiff to very tiff LEAN CLAY (CL), with limestone fragments, tan and gray, very stiff to hard 8.0 600+/- 2.0 (HP) 26.1 67-23-44 3.25 (HP) 21.6 75/12.0" 4 LIMESTONE, with clay seams, tan 595+/- LIMESTONE AND MARL, light gray and gray 25.0 583+/- Boring Terminated at 25 Feet 100/3.25" 113.0 5 100/0.5° 100/0.5" 100/2.0" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.diwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 w a J Q qN X W N N N m J W 0 z 0 0 J Q 0 W U BORING LOG NO. B-5 Page 1 of PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX of > g W p 0 C9 OW v a a LOCATION See Exploration Plan Latitude:32.74820 Longitude:-97.3244- Approximate Surface Elev.: 608 (Ft.) +/- DEPTH ELEVATION Ft. v ~ a o W z >O w Q W W < m 0 W 0- ~ F J CO o_ W W Q - Of o � > 0 w STRENGTH TEST STRENGTH .-, CK W z QW � z O ,-, o >_ X lu ATTERBERG LIMITS a H �— w ~ W - Wes'" � w 4 X v o o z LL-PL-PI 2 ASPHALT, 3 inches + 5 1 15 2 2 3 35 2.5 (HP) 532.37 85.58 63.61 203.38 0.5 0.6 1 1.1 24.2 145 140 142 147 FILL - FAT CLAY (CH), 2.o brown and dark brown, stiff to very very stiff FAT CLAY (CH), dark brown to brown, very stiff to hard 6.0 602+/- S 2.25 (HP) 31.6 4.5+ (HP) 20.1 59-20-39 LEAN CLAY (CL), tan and gray, very stiff to hard 9.0 599+/- 4.5+ (HP) 16.6 3.0 (HP) 19.1 4 LIMESTONE, with clay seams, tan 11.0 597+/- LIMESTONE AND MARL, light gray and gray 100/1.01, 6.0 7.5 7.1 5.5 4 5 100/0.75" 98 86 100 97 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination Seefor a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.dfwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerracon 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry auger drilling Drill Rig: Driller: Briggs Project No.: 95225211 a 0 W a J Q qN X W N N N m J J W 0 z 0 0 of of Q O W 0 BORING LOG NO. B-5 Page 2 of 2 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w p 0 C9 OJ v a a LOCATION See Exploration Plan Latitude:32.74820 Longitude:-97.32440 Approximate Surface Elev.: 608 (Ft.)+/- DEPTH ELEVATION Ft. v F a o J z >O w Q �> w W m O w } ~ _ o_ Q �v> F oCO J W Of o > 0 w STRENGTH TEST W z ¢ z O o >_ RG AT LIMITS a �— w ~ W wo^ � w v o o z LL-PL-PI 5 LIMESTONE AND MARL, light gray and gray (continued) 65.0 543+/- Boring Terminated at 65 Feet 4 45 5 55 6 65 100 100 329.00 39.86 150.14 123.21 42.94 60.93 0.8 1.4 0.6 0.7 1.1 0.9 5.3 9.2 5.8 6.1 7.4 5.7 147 136 145 144 139 146 100 92 100 89 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Drill Rig: Driller: Briggs Project No.: 95225211 w a J a N LU N N N m J J W 0 z 0 0 it a 0 w BORING LOG NO. B-6 Page 1 of 1 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX W > g w o 0 CD v a a X LOCATION See Exploration Plan Latitude:32.74840 Longitude:-97.3241° Approximate Surface Elev.: 608 (Ft.) DEPTH ELEVATION Ft. v F a- o J z >0 w Q �> w Lu Lu m 0 w } ~ _ a Q U)v> F oCo J w Of o � > 0 w STRENGTH TEST W z ¢w z O o z >_ RG AT LIMITS a w w u>> w0^ � W 4 v o o z LL-PL-PI 2 ASPHALT, 4 inches + 5 1 15 2 4.5+ (HP) 19.6 FILL - FAT CLAY (CH), 2•Y brown, very stiff to hard 606+/- 3 3.5 (HP) 25.7 60-23-37 FAT CLAY (CH), dark 4.0 brown to brown, stiff to very 604+/- stiff LEAN CLAY (CL), with calcareous deposits and limestone fragments, tan and gray, very stiff to hard 10.0 598+/- / 1.75 (HP) 18.0 4.5+ (HP) 26-9-30 N=39 15.5 11.7 35-16-19 18.8 4.5+ (HP) 100/1.01, 4 LIMESTONE, with clay seams, tan 595+/- 913.0 5 LIMESTONE AND MARL, light gray and gray 25.0 Boring Terminated at 25 Feet 100/0.75" 100/0.51, Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.diwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Reyes Project No.: 95225211 U u ¢ J QN LU N u1 N N m J J W 0 z 6 0 J U) O W 0 BORING LOG NO. B-7 Page 1 of PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w p 0 C9 OJ v a ¢ LOCATION See Exploration Plan Latitude: 32.74800 Longitude:-97.32450 Approximate Surface Elev.: 607 (Ft.) +/- DEPTH ELEVATION Ft. v F a- o J z >O w Q �> W m O w } ~ _ o- Q �v> F oCO J w - Of o > O w STRENGTH TEST W z ¢0- O o >_ RG AT LIMITS a �- w ~ W WZ4- w v o o z LL-PL-PI 2 ASPHALT, 3 inches + 5 1 15 2 2 3 35 21.1 FILL - FAT CLAY (CH), 2.o brown and tan, stiff to very soy+/- stiff 4.0 FAT CLAY (CH), dark 603+/- brown to brown, stiff to very tiff LEAN CLAY (CL), tan and gray, very stiff 9.0 598+/- 16-5-5 N=10 s 3.25 (HP) 27.9 69-24-45 " 1.75 (HP) 14.1 12-22-9 N=31 16.0 4 LIMESTONE, with clay seams, tan 13.0 594+/- 100/5.5" 5 LIMESTONE AND MARL, light gray and gray kL 100/1.25" 100/0.75" 100/0.5" 100/0.5" 100/0.75" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.diwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-20-2023 Boring Completed: 01-20-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 a w Q J Q qN X W N N N m J J W 0 0 0 of of Q O W 0 BORING LOG NO. B-7 Page 2 of 2 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX Of w g o CD a a LOCATION See Exploration Plan Latitude:32.74800 Longitude:-97.32450 Approximate Surface Elev.: 507 (Ft.) DEPTH ELEVATION Ft. vw o J z Q W m O w w a F J CO L o �LU > w STRENGTH TEST Wz ¢ww OQ _ > AT L M ITS w -v ww^a- �v o o LL-PL-PI s LIMESTONE AND MARL, light gray and gray (continued) 55.0 542+/- Boring Terminated at 65 Feet 4 45 5 55 6 65 100/3.5" 100/0.75" 100/0.5" 100/0.75" 100/1.25" 100/0.5" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-20-2023 Boring Completed: 01-20-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 w ¢ J U) W N N N m J J W 0 z 0 0 it a 0 w 0 BORING LOG NO. B-8 Page 1 of 1 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX w > g w p 0 C9 OJ v a ¢ LOCATION See Exploration Plan Latitude:32.74810 Longitude:-97.32420 Approximate Surface Elev.: 608 (Ft.)+/- DEPTH ELEVATION Ft. v F a- o J z >O w Q �> w m O w } ~ _ o- Q �v> F oCO J w Of o > O w STRENGTH TEST W z ¢0- O o >_ RG AT LIMITS a �- w ~ w WZ4- w v 0 o z LL-PL-PI 3 inches + 5 1 15 2 2 4.25 (HP) 32.3 MAHA4 (CH), dark own, very stiff to 4.0 604+/- 2.5 (HP) LIC 2.24 6.8 24.3 100 % Y (CL), tan and gray, stiff to very stiff 8.0 600+/- 2.25 (HP) 18.7 35-16-19 9-6-5 N=11 16.6 a LIMESTONE, with clay seams, tan 596+/- LIMESTONE AND MARL, light gray and gray 25.0 583+/- 100/2.0" 112.0 5 V 9 kL 100/0.25" 100/1.75" 100/0.75" Boring Terminated at 25 Feet Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Dry at completion of drilling Drill Rig: Driller: Fleming Project No.: 95225211 U w 3 a J a QN x W N u1 N N m J J W 0 z 6 0 J a U) 0 W 0 BORING LOG NO. B-9 Page 1 of PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX W g w o CD v a ¢ LOCATION See Exploration Plan Latitude: 32.74820 Longitude:-97.32400 Approximate Surface Elev.: 607 (Ft.) +/- DEPTH ELEVATION Ft. v F a- o J z w Q �> W m O w ~ F _ oCO a J W Q L Of o � > O w STRENGTH TEST .-. W z QW z O ,-. >_ BRG AT LIMITS a w - WZ4- w v 0 o z LL-PL-PI s ASPHALT, 4 inches + 5 1 15 2 2 3 35 FAT CLAY (CH), dark brown to brown, stiff to very stiff 4.0 603+/- 2.5 (HP) 33.5 2.0 (HP) 24.9 63-22-41 % LEAN CLAY (CL), tan and gray, stiff to very stiff 8.0 599+/- 2.25 (HP) LIC 1.49 15 19.0 113 16-6-7 N=13 11.86 122.72 20.76 37.38 1.5 0.6 1 1.7 16.1 136 140 139 135 8.5 7.3 7.8 8.9 4 LIMESTONE, with clay seams, tan 13.0 594+/- LIMESTONE AND MARL, light gray and gray 100/1.0" 5 100/0.5° 99 86 LIC 100 100 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Surface elevation was estimated from topographical information available at www.dfwmaps.com. Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Drill Rig: Driller: Briggs Project No.: 95225211 a w Q a U) LU W N N m J W W 0 Z 0 0 of of Q 0 W 0 BORING LOG NO. B-9 Page 2 of 2 PROJECT: Texas A&M Law & Education Building CLIENT: Stantec Inc Austin, TX St. SITE: Calhoun St., Jones St., E. 15th St., and E. 16th Fort Worth, TX W g w o CD v a a LOCATION See Exploration Plan Latitude:32.74820 Longitude:-97.32400 Approximate Surface Elev.: 607 (Ft.) +/- DEPTH ELEVATION Ft. v F a o z w Q �> w W m O w ~ _ a Q F oCO W W L o � > O w STRENGTH TEST .-. W z ¢W z O ,-. >_ BRG AT LIMITS a w - wo^ � w 4 v o o z LL-PL-PI 5 LIMESTONE AND MARL, light gray and gray (continued) 65.0 542+/- Boring Terminated at 65 Feet 4 45 5 55 6 651 100 100 139.45 26.60 18.21 103.21 68.61 126.47 1.3 1.1 2 0.7 0.6 1.3 5.3 10.2 12.6 5.8 5.0 1 6.9 147 133 127 145 149 1 140 100 93 98 88 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Dry auger drilling to 15', then wet -rotary to boring termination See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Notes: Abandonment Method: Backfilled with auger cuttings and pavement surface patched WATER LEVEL OBSERVATIONS Irerraconauger 1801 Handley Ederville Rd Fort Worth, TX Boring Started: 01-21-2023 Boring Completed: 01-21-2023 Dry while advancing the boring using dry drilling Drill Rig: Driller: Briggs Project No.: 95225211 SUPPORTING INFORMATION Contents: Unified Soil Classification System General Notes to Log Terms Note: All attachments are one page unless noted above. 1 rerracon UNIFIED SOIL CLASSIFICATION SYSTEM eP GeORtor Soil Classification Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group Group Name , Symbol Clean Gravels: Cu >_ 4 and 1 <_ Cc <- 3 E GW Well -graded gravel F Cu < 4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels: More than 50% of Less than 5% fines c coarse fraction retained on No. 4 sieve Gravels with Fines: Fines classify as ML or MH GM Silty gravel F, G, H Fines classify as CL or CH GC Clayey gravel F, G, H Coarse -Grained Soils: More than 12% fines c More than 50% retained on No. 200 sieve Clean Sands: Cu >_ 6 and 1 < Cc <_ 3 E SW Well -graded sand Cu < 6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand 1 Sands: 50% or more of coarse Less than 5% fines o Sands with Fines: More than 12% fines o Fines classify as ML or MH SM Silty sand G, H, fraction passes No. 4 sieve Fines classify as CL or CH SC Clayey sand G, H, i Inorganic: Silts and Clays: PI > 7 and plots on or above "A" CL Lean clay K, L, M PI < 4 or plots below "A" line J ML Silt K, L, M Organic: Liquid limit - oven dried < 0.75 OL organic clayK, L, M, N Fine -Grained Soils: Liquid limit less than 50 Liquid limit - not dried Organic silt K, L, M, o No. No. or more passes the 200 sieve Silts and Clays: Inorganic: PI plots on or above "A" line CH Fat clayK, L, M PI plots below "A" line MH Elastic Silt K, L, M Organic: Liquid limit - oven dried < 0.75 OH Organic clay K, L, M, P Liquid limit 50 or more Liquid limit - not dried K Organic silt , L, M, o Highly organic soils: I Primarily organic matter, dark in color, and organic odor I PT 1 Peat A Based on the material passing the 3-inch (75-mm) sieve. H If fines are organic, add "with organic fines" to group name. B If field sample contained cobbles or boulders, or both, add "with cobbles I If soil contains >_ 15% gravel, add "with gravel" to group name. or boulders, or both" to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. c Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly gravel," whichever is predominant. graded gravel with silt, GP -GC poorly graded gravel with clay. o If soil contains > plus No. 200 predominantly sand, add "sandy" to group name. Sands with 5 to 12% fines require dual symbols: SW-SM well -graded _ name. sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay. MY soil contains >_ 30% plus No. 200, predominantly gravel, add 2 "gravelly" to group name. (D30) N PI >_ 4 and plots on or above "A" line. Cu = D60010 Cc = o PI < 4 or plots below "A" line. D10 x D60 P PI plots on or above "A" line. F If soil contains >_ 15% sand, add "with sand" to group name. o PI plots below "A" line. o If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 For classification of fii I soils and fine-grained 50 of coarse -grained soil: Equation of "A" - line a Horizontal at PI=4 to LL=2 X 40 then PI=0.73 (ILL-20) - W a Equation of "U" - line Z Vertical at LL=16 to PI=7, 30 - then PI=0.9 (LL-8) U Q 20 , ' J a ' 10 , 7Z CL -ML 4 0 - 0 10 16 20 30 ie-grained fraction i.5. O �0 G , O ok — G*' MH or OH MLorOL I tL 40 50 60 70 80 90 100 GENERAL NOTES TO LOG TERMS 1 rerracon GeoRep SAMPLING WATER LEVEL V waterinitially Encountered FIELD TESTS N Standard Penetration Test Resistance (Blows/Ft) ®PLger Rock Care Cuttings Water Level After a (HP) Hand Penetrometer Specified Period of Time �Grab 'She# Y Samples Tube � Water Level After Specified Period lime (T) Torvane a of (DCP) Dynamic Cone Penetrometer Stwidard ®T� Gor�a �naLakiors PdnetrecrMeier Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. UC Unconfined Compressive Strength T� Groundwater level variations will occur over time. In low permeability soils, accurate determination for groundwater (PID) Photo -Ionization Detector levels is not possible with short term water level observations. (OVA) Organic Vapor Analyzer DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel, or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse - grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS RELATIVE DENSITY OF COARSE -GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.) (More than 50% retained on No. 200 sieve.) Consistency determined by laboratory shear strength testing, field visual -manual Density determined by Standard Penetration Resistance procedures or standard penetration resistance Standard Penetration or Descriptive Term Unconfined Compressive Strength Standard Penetration or Descriptive Term N-value N-value (Density) Blows/Ft. (Consistency) Qu, (tsf) Blows/Ft. Very Soft Less than 0.25 0-1 Very Loose 0-3 Loose 4-9 Soft 0.25 to 0.5 2-4 Medium Dense 10 — 29 Medium Stiff 0.5 to 1.00 4-8 Dense 30 — 50 Stiff 1.00 to 2.00 8 — 15 Very Dense >50 Very Stiff 2.00 to 4.00 15 — 30 Hard >4.00 >30 RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of Percent of Descriptive Term(s) of Percent of other constituents Dry Weight other constituents Dry Weight Trace <15 Trace <5 With 15 — 29 With 5-12 Modifier >30 Modifier >12 GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION Major Component of Sample Particle Size MEW Term Plasticity Index Boulders Over 12 in. 300 mm Non -plastic 0 Cobbles 12 in. to 3 in. 300 mm to 75 mm Low 1 — 10 Gravel 3 in. to #4 sieve 75mm to 4.75mm Medium 11 — 30 Sand #4 to #200 sieve 4.75mm to 0.075mm High >30 Silt or Clay Passing #200 sieve 0.075mm GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TAAlUS FW Law & Education Building STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105008 Revised December 29, 2023 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