Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065525-PM1 - Construction-Related - Contract - American Aero Operating Company and F.A. Peinado, LLC
ORTWORTH, CONTRACT FOR THE CONSTRUCTION OF CSC No. 65525-PM1 Modern Aviation Construction of Box Hangars, Offices, and Apron City Project No.106727 IPRC Record No. 26-0011 FID No. 30114-0200431-106727-EO7685 X File # X-28835 File No. K-3394 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 2026 c'- Lochner .®eggs 12750 Merit Drive, Suite 570 Dallas, TX 75251 TBPE Firm Registration No. 10488 ZE OF TF h� 1 CHRIS A. WRITFIELD rrr ql. 91216 05/27/2026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised nn�9 07*V2414 nn�-5 A44enda O7*V244 nn i i t a lavit do to Bidders 02mQi�m4 004143 instiz.,etions to Bidde s norm 1202- 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0 -4343 Bid44end none 3 -37Vendor-0940 van- r mLi nnnc tr Biddes n,egaiifie tion's nQit�24- 0045 12 Prequalification Statement 09/30/2021 nn on n6ii5 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 004544 Small Business Goal oini�55 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 nn�8 Geaefa4 Conditions no /n7 99-73-A9 Supplementafy Conditions o n o�5 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings 07/01/2011 0132 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Stakin and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 0177 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 20, 2026 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.2ov/tpw/contractors/ or https:Happs.fortworthtexas.2ov/Prof ectResources/ Division 02 - Existing Conditions Last Revised n- colo tiye Site Pemolitiefl io�z n2 Af l i n 12QO/2012 oz-rrrT rc�rzvrz-vrc n7�-^m� 02/06 Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork Division 3L - Exterior improvements 324� 12 i�12 37 o 03/o n�26 32 ni 29 n3 io n�26 32 01 29 Concrete Paving Trench Repair 12/12/2025 3244-2-3 Flexible a se r)ttf e 12QO/2012 324447 08A21 2015 ��� 324446m �6/07/2 -Tn 2 17 72 12QO/2nl� 324443 06/1 3 /7M[ 2 1�0 �2v7nSidewalks, 1�rr1�rLvWN zz 2 12 7� l� W2012 �� r�-avrav�z CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 20, 2026 CPN # 106727 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 Division 33 - Utilities 3 nl Zn 09110� 20i �--v-r Jv mrvrr�viv 3r n�/1�22 334z 12/n�23 334340 Bypass Atmping of &iisfing Sewer Systefnss 12/20/2012 3 nn 1 n joint Beading and Eleetfieal isolation. 12QO/2012 3 nn 17 12/2n/2012 T✓--vns r�-=vrav�z e 09 / 1mr�v25 33-04-40 02 06/2 33 nn cn Cleaning of Pipes 03/11 O22 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3 1z ') 17/7n/7n17 �nc �z 3305 13 Frame, Cover and Grade RiII s 09/09/2022 33 05 14 Manholes,Adjusting , 03 /1 1 /2022 33--05-20 1 / z 2� nc 71 T,mnel Line nl to QA20 on12 7TVTZT 1Z'I"svrtv'rs Z1 17/7z 1 2 /7�-20r20 iz 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33nc 26 12QO/2nl� 3 nc �n 1�/2n/2012 �-v�-�o rr�rtvr�vrz 3 11 nc Belts, Nuts .,tea r� wets- QA20,on12 TSTr-v� , , rzrsvrav�z A Duetile lren7Pipe 11 /n�22 3=ben-Fittings09i T 3344-4-2 09 /no�i 3-3-1 1 1 Z pe,ype03,10720 33 1 1 1 n 12420A2n 12 �--r-r-rT rr�rzvrzv�z 33 12 10 Water Services 1-inch to 2-inch 12/12/2025 334444 argeers171 /1 -5 33 1220 Resilient Seated Gate Valve 05/06/2015 3342-24-BtMer-fly-Valvesnn /�9 3 1 '7 -1 cWa4er-02,106Q n 13 CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 20, 2026 CPN # 106727 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33�for-yste12/20/2012 33 1240 Fire Hydrants 01/03/2014 3 14 c12 �vn 17rtr1r/2�zvz� ono 06 n1n /on 11-3 3 3 1 1 2Plaee12QO/2012 3 21 14Fiberglass12/20/2412 '22 21 1c nn0=01n ��� 33-34--29 nn /n�22 333121 1 i�12 Pipe 3 3 2-z 12ANQ012 ��� 3 3 2- 1 � 120Q012 �� zz-rLvrLvzz 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33-3r—7n Combination Air- Valve for- eanit.,..Sewer- For-ee rain r12rnT2nv 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 3 2n 4nF4beFglass-Mmiheles-17/13QO24 0 12/� 012 '2'2�oLiner-sn4 /7�i 33A44-0Stefmn� mown 3 A 1 1 1 12/7n/7n12 T✓--rrrT r�-avrav�z �✓-Trrr 33 n1 1�-Polyethylene 11/1z/�n1c �� 3 n 1 1 3for-06 n/2m2- P- n6 nnSWAfaina�1240/2412 �� n� n1 07,10 /�n11 T✓--Tv-�-r mTv�viz 33-� -r -ene D -ai*s n�/no 'gin 334440 Gast i Dl.,..o Manholes a -a r,,,,etion u *e 12/13QO24 3 9 M 03/1 1 /202" 33-49-40 n� /no 1�1t Division �l l .. VIEW . MEN -� •. ._ . . ' . . MPr.. _r.r • ' - ' CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 20, 2026 CPN # 106727 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GC 4.01 Availability Page 5 of 5 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 20, 2026 CPN # 106727 0041 00 BID FORM Page 1 of 4 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 100 Fort Worth Trail City of Fort Worth, Texas 76102 FOR: Modern Aviation Construction of Box Hangars, Offices, and Apron City Project No.: 106727 Units/Sections: Division 01 - General Requirements Division 02 - Existing Conditions Division 26 - Electrical Division 31 — Earthwork Division 32 - Exterior Improvements Division 33 - Utilities - Water Improvements Division 33 - Utilities - Sanitary Sewer Improvements Division 33 - Utilities - Storm Drain Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Modem Aviation Construction of Revised 9/19/2025 Box Hangars, Offices, and Apron CPN # 106727 0041 00 BID FORM Page 2 of 4 c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution: 24" and Under b. Sanitary Sewer: 15" and Under c. Storm Drain: 24" and Under d. Demolition e. Concrete Paving Construction 4. Time of Completion 4.1 The Work will be complete for Final Acceptance within days after the date when the Contract Time commences as provided in Paragraph 2.03 of the General Provisions. 4.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Modem Aviation Construction of Revised 9/19/2025 Box Hangars, Offices, and Apron CPN # 106727 0041 00 BID FORM Page 3 of 4 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders publicly by the City at the bid opening 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Modem Aviation Construction of Revised 9/19/2025 Box Hangars, Offices, and Apron CPN # 106727 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signature) (Printed Name) Title: Company: Address: State of Incorporation: Email: Phone: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 0041 00 BID FORM Page 4 of 4 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 Bidder's Application 00 42 43 BID PROPOSAL P.p I oft Project Item Information Bidders Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Division 32 - P ing Improvements 1 0241.0500 Remove Fence 0241 13 LF 506 $4.00 $2,024.00 2 0241.0900 Remove Misc Cone Structure 0241 13 LS 2 $400.00 $800.00 3 0241.1000 Remove Cone Pvmt 0241 15 SY 196 $135.00 $26,460.00 4 0241.1100 Remove Asphalt Pvmt 0241 15 SY 2.174 $16.00 $34,784.00 5 0241.1300 Remove Cone Curb& Gutter 0241 15 LF 216 $15.00 $3,240.00 6 321.1.0400 Hvdmted Lime 3211 29 TN 11 $18.00 $198.00 7 3213.0101 6" Cone Pvmt 32 13 13 SY 819 $55.00 $45,045.00 8 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 389 $8.00 $3,104.00 9 3217.4201 Fire Lane Marking 32 1723 LF 341 $0.80 $272.80 10 3291.0100 Topsoil 3291 19 CY 1087 $16.25 $17,663.75 11 3292.0100 Block Sod Placement 3292 13 SY 13,049 $3.15 $41,104.35 13 3123.0101 Unclassified Excavation by Plan 3123 16 CY 7,728 $5.50 $42.504.00 14 3124.0101 Embankment bs Plan 31 24 00 CY 600 $5.50 $3,300.00 15 0170.0100 Mobilization 01 7000 LS 1 $43,000.00 $43,000.00 16 10171.0101 Construction Stakine 0171 23 LS 1 $7,500.00 $7,500.00 Total: Division 32 - Paving Improvements $270 999.90 Division 33 - Utilities - Water Iro rovements 1 3305.0109 Trench SafelA 3305 10 LF no $4.00 $440.00 2 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 1 $1,010.00 $1,010.00 3 3311.0261 8" PVC Water Pi �C 33 11 12 LF 110 $43.00 $4,730.00 4 3311.0263 8" PVC Water Pie Select Backfill 33 11 12 LF 110 $43.00 $4,730.00 5 3312.2003 1"Water Service (Irricationi 331210 EA 1 $4,600.00 $4,600.00 6 3312.2203 2" Water Service (Domestic 1 33 12 10 EA 2 $3,120.00 $6,240.00 7 3312.3003 8" Gate Valve 33 1220 EA 2 $2,680.001 5,360.00 8 13312.4107 12" x 8" Tapping Sleeve & Valve 33 1225 EA 2 $5,800.001 $11,600.00 Total: Divison 33 - Utilities - Water Improvements $38,710.00 Division 33 - Utilities - Sanitary Sewer Iro rovements 1 3331.3102 4" 2-Wa% Cleanout 1 33 3150 EA 1 $770.001 $770.00 2 13331.4101 4" Sewer Pi +e 33 11 10, 33 31 20 LF 102 $36.001 $3,672.00 3 13331.4103 4" Sewer Pipe Select Backfill 33 11 10, 33 3120 LF 1 102 $36.001 $3,672.00 Total: Divison 33 - Utilities - Sanitar% Sewer Iro rovements $8,114.00 Division 33 -Utilities - Draina a Iro rovements 1 �1.08�00 Remove Rip Raj, 2 041 13 SF 1 786 1 $10.001 $7,860,00 2 13341.0103 18" RCP Class III 1 3341 10 1 LF 1 89 1 $64.001 $5,696.00 Total: Divison 33 - Utilities - Draina a Improvement 1 $13,556.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9 19'2025 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 Bidder's Application 00 42 43 BID PROPOSAL. Page 2 d2 Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Sid Quantity Unit Price Bid Value Bid Summary Total: Division 32 - Paving Im rovements $270,999.90 Total: Divison 33 - Utilities - Water ImprovementsImprovernentsi $38 710.00 Total: Divison 33 - Utilities - Sanitary Sewer ImprovementslmproyEE211 $8,114.00 Total: Divison 33 -Utilities -Drainage Improvements $13,556.00 Total Bid 1 $331,379.90 Contractor Name: Peinado Construction City, State, Zip Code: 15815 Executive Drive #500 Phone: Frisco, TX 75053 214-200-9140 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Digitally signed by Steve Sexton DN: C=US, E=steve@ptape inado.com, Steve Sexton O=FA Peinado Construction, OU=Project Director, CN=Steve Sexton Date: 2026.06.09 By: �at Title: Date: END OF SECTION 35 working da%s CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0045 12 - 1 PRL'QTJALIHCA'riOT: STATEMENT Page 1 (if I SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the inturinatian below by identifying the prequalified contractors an€I,'or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalitication Expiration hate Water Moss Utilities, LLC 430/2027 .Sewer Moss Utilities, LLC_ 4'30/2027 Drainci e Moss Utilities, LLC 4i30i2027 The undersigned hereby certifies that the contractors andior subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: FA Peinado Construction Company 15815 Executive Drive 4500 Address —Frisco, TX 75033 Ci tyi State/Zi p By: Steve Sexton (Please Print) Signature: Title: Project Director_ (Please Print) Date: 7/22/2026 END OF SECTION CI1Y OP YORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOC LUMEN I'S Revised September t1, 21121 Puri Worth Meacham Inlemalional Air[K)d C'onsimix6on of Box I langars, Mien, A.pton (PN 4 1 On727 1 2 3 4 5 6 7 8 9 1 fl 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 00 45 20 - 1 CONTRACTOR C'OMPLIANC I- WITH WORK.ER'S CONVENSA NON LAW Pine I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITI-1 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. 106727. 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: _FA Pei nado Construction Company -- - - --- _15815 Executive Drive #500 Address Frisco TX 75033 C ry!state/"Lip THE STATE OF TEXAS § COUNTY OF TARRANT By: _ _Steve Sexton age Print t I )Frector J (Please Print) BEFORE, the un ersl *lied authority, on this day personally appeared e Lc— orn , known to me to be the person whose name is subscribed to the foregoing instrument. and acknowle aged to me that he/she executed the same as the act and deed offor the ,purposes and consideration therein expressed and in the capacity therein stated_ GIVEN UDDER MY HAND ANT) SEAL OF OFFICE this . j c, Noes ,,. p�,� KIrt'OLoS H:'SSELSCHWERT € �` rotary ID f-13216a138 Commission Expires ;�=ept4mt+er 9, 202? C)taI-y END OF SECTION CITY TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFIC'A NON D0CUN4 -NTS Revise July 1, 2011 n� day of f p lie � i and for the State of Texas Fort Worth Meacham Ontemational Airport Cormtruction ufliox Ilmfgars, C)rlkvs, Apron (11N n I (,?n727 2 SECTION 00 52 43 AGREEMENT 00 52 43 - I DeN eloper Awarded Project Agreernmt Page I of 4 3 THIS AGREEMENT, authorized on 7122/2026 is made by and between the Developer, FW 4 American Aero Operating Company, LLC dba Modern Aviation FTW, authorized to do business 5 in Texas (`'Developer"), and F.A. Peinado, LLC , authorized to 6 do business in Texas, acting by and through its duly authorized representative, ("Contractor"), 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as tt follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the I Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 11r1odern Aviation Construction of fox—l-langars. Offices, and Apron 16 CPN ft 106727 17 Article 3. CONTRACT PRICE 18 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount in current funds of three hundred thirty-one thousand three hundred 20 sevenht-Mine & 90/100 Dollars ($331,379.9tJ). 21 Article 4. CONTRACT 7'I ME 22 4.1 Final Acceptance, 23 The Work will be complete for Final Acceptance within Q51 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 4.2 Liquidated damages 27 Contractor recognizes that time is ofthe essence of this Agreement and that Developer will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 4.1 above, plus any extension thereof allowed in accordance with Article 10 of the Standard 30 City Conditions of the Construction Contract for Developer A"yarded Projects. The 31 Contractor also recognizes the delays, expense and difficulties involved in proving in a 32 legal proceeding the actual loss suffered by the Developer if the Work is not completed on 33 time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated 34 damages for delay (but not as a penalty), Contractor shall pay Developer zero & 0/ 100 35 Dollars 1S0.00) for each day that expires after the time specified in Paragraph 4.1 for Final 36 Acceptance until the City issues the Final I:etter of Acceptance. 37 Article 5. CONTRACT DOCUMENTS 3e 5.1 CONTENTS: 39 A.The Contract Documents which comprise the entire agreement between Developer and 40 Contractor concerning the Work consist of the following: CUT-' OF FORT 4i,'ORTti Modem Aviation ConstruetI031 E&BUX I langars, STANDAR-D C ONSTRUC-TION SPEC IFTCATiON DOCUMENTS - DEVFEOPER .AWARDED PROJECTS UFliec;s.;ind Apron Revised Septembo 1 1025 CPN # 1067127 005243- Developer Awarded Project Agreement Page 2 of4 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form (DAP Version ) 44 1) Proposal Farm (DAP Version) 45 2) Vendor Compliance to State Lain Non -Resident Bidder 46 3) Prequalitication Statement 47 4) State and Federal documents (prujec•t specyic) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance Certification Fonn (ACORD) 50 d. Payment Bond (DAP Version) 51 e. Performance Bond (DAP Version) 52 f. Maintenance Bond (DAP Version) 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. SBF Small Business Utilization Form 56 3. Standard City Conditions of the Construction Contract for Developer Awarded 57 Projects. 59 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, 60 if not attached, as incorporated by reference and described in the Table of Contents 61 of the Project's Contract Documents, 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the EtYcctive Date of the 66 Agreement and, if issued, become an incorporated part of the Contract. DoCUnlents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 e. Change Orders. 70 d. Letter of Final Acceptance. 71 72 CITY OF FORT WOR'n i Mnbcrrn Aviation Coostrucam of -Box Hangatx, STANDARD CONSTRUCTION SPECIFICATION DOC'UhII=NrS - DEVELOPER AWARDFD PROJECrS Offices, and Aaron Revised Septernber 1 2025 CPN ir I0027 005?43-3 Developer Awarded Project Agrccuieni Pagc 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers. agents, employees, subcontractors, licenses or invitees 78 under this contract, `Phis indemnification Provision is specifically intended to operate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused, in whole or in part, by any act, omission or neglitience of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for costs, 82 expenses and legal fees incurred by the city in defending against such claims and causes 83 of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification provision 90 is specifically intended to operate and be effective even if it is alleged or graven that all 91 or some of the damages being sought were caused, in whole or in part by anv act 92 omission or neeligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement are defined in Article I of the Standard City Cnnditions of the 97 Construction Contract for Developer Awarded Projects. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advancers express written consent of the Developer. 101 7.3 Successors and Assigns. 102 Developer and Contractor each binds itself, its partners. successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents- 1 try 7.4 Severability. 1fi6 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unentorceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon DEVELOPER and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. III This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the united States District Court for the 113 Northern District of Texas, For Worth Division. CITY OF FORT WORTH Modem A� iation C unstruc!um of Box 1-lairgars, STANDARD C0NS'1"1kITC"I-I0N SPECIFiCAT1ON IX)C'UMFNTS - DEVFI.OPFR AWARDED PROJECTS Oirces, end Apron Revised September i.2025 CVN 0 106727 IICI 5? 43, - 4 Dc%,dnper Aw;rrder.S Project A reentent Pare -t of 4 114 115 7.6 Authority to Sign. 116 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 117 sig-natory of the C'ontr,ae.tor. 118 119 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 12S Contractor: FA Peinado Construc'fivn Bv: re) Steve Sexton (Printed Name) Title: Project Director Company Nan-ie: FA Peinado Construction Address: 15815 Executive Dr. "500 11;'t c'Ptn-r FW American Aero Operating Company By: Marls Carmen (Printed Name) Title: CEO Company name: Modern Aviation Address PO Box 9861 City/State/Zip: Frisco, TX 75033 City State/Lip. Amarillo, TX 79105 Date 7i22/2026 Data 7/27/2026 126 CrrY OF FORT WOR711 Modern Aviation Construction o(Bax ldanprs. s"rANDARD CONSTI?ucriON SPI=CIFICATION DOC:Ut1AC•WF5 - DrVFI.OPI:R AWARDED PROKCTS 011ices, ami APrnrp Revises! Septenibur 1 't125 CPN M 106727 1 2 3 4 5 6 7 developer using Development Bond as a financial warranty for CFA agreement SECTION 00 61 13 PERFORMANCE BOND 0061 13-1 PERFORMANCE BOND Page 1 of 2 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 8 That we, F.A. Peinado. LLC , known as 9 "Principal" herein and Hartford Accident and Indemnity Company a corporate 10 surety(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 City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum Of, Eighteen Million One Hundred Eleven Thousand Seven Hundred Two & 001100 Dollars 14 ($ 18,111,702.00 ), 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 to be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 61h day of October , 20 25, which Contract is hereby referred to and made a part 20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 22 provided for in said Contract designated as Modern Aviation Construction of Box Hangars, Offices, 23 and Apron, CPN # 106727. 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 26 perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 8, 2023 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 27th day of April , 20 26 ATTEST: ,T--n Pe ilq LLG (Principal) Secretary �n.-- Witness as to Principal PRINCIPAL: F.A. Peinado LLC BY: Sign3t1 ire � Jim Corry Vice President Name and Title Address: 15815 Executive Drive #500 Frisco, TX 75033 SURETY: Hartford Accident and Indemnity Company ATTEST: CITY APPROVED, NOT BY: REQUIRED (Surety) Secretary Witness as to Surety Signature Sean McCauley Jr. Attorney -in -Fact Name and Title Address: One Hartford Plaza Hartford. CT 06155 Telephone Number: Email Address: 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 8, 2023 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 EXECUTED IN DUPLICATE fif.:AIA0 Document A312T"" .2010 Payment Bond BOND NO.46BCSJJ8588 Premium included in charge for Perfomance Board CONTRACTOR: (Nance, legal status and address) F.A. Peinado, LLC 15815 Executive Drive #500, Frisco, TX 75033 SURETY: ('Untie, legal staters and principal place of business) Hartford Accident and Indemnity Company One Hartford Plaza, OWNER: Hartford, CT 06155 (Name, legal status and address) FW American Aero Operating Company, LLC dlbla Modern Aviation FTW PO Box 9861 Amarillo, TX 79105 CONSTRUCTION CONTRACT Date: October 6, 2025 Amaturt:Eighteen Million One Hundred Eleven Thousand Seven ($18,111,702.00 } Hundred Two & 001100 Description: (Venue and location) Modem Aviation - FTW Hangars,14C Hangar A,14C Hangar B Meacham Airport, Fort Worth, Texas BOND Date: April 27, 2026 (Not earlier than Consmuction Conti -act Date) Arnount: Eighteen Million One Hundred Eleven Thousand Seven ($18,111,702.00 } Hundred Two & 00/100 Modifications to this Bond: M None ❑ See Section IS This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. AIA Document A312-2010 combines two separate bonds, a Performance Bond and a Payment Bond, into one form. This is not a single combined Performance and Payment Bond. CONTRACTOR AS PRINCIPAL SURETY Colnpany: (Corporate Seal) Company: (Cocpomte Seal) F.A. Peinado, Hartford Accident and Indemnity Company 'M Signature: LSignature; elC --4 - Narne Tl Name Sean McCauley Jr., Att y-in-Fact and TitleR'j �T-�.(r-p and Title: (Any additional signatures appear on the lost page of this Pa ment Bond.) (FOR INFORM4TION ONLY— Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: McCauley Bond Agency (Architect, Engineer or otherparN.) 5710 LBJ Fwy., Suite 235 Dallas, TX 75240 214-989-7047 Init. AIA Document A312Tm —2010. The American Institute of Architects. 00111e 5 § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. § 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit. § 5 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants, who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety (at the address described in Section 13). § 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at the address described in Section 13). § 6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and § 7.2 Pay or arrange for payment of any undisputed amounts. § 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. § 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. In[t. AIA Document A312TM — 2010. The American Institute of Architects. § 10 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to, or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 13 Notice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. § 16 Definitions § 16.1 Claim. A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .5 the date on which the Claimant last performed labor or last famished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant; and .8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the date of the Claim. § 16.2 Claimant. An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. Init. AIA document A312TM — 2010. The American Institute of Architects. 7 § 16.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: _ Signature: Name and Title: Name and Title: Address Address CAUTION: You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured, Ink. AIA Document A3121— 2010. The American Institute of Architects. 8 Direct Inquiries, Bond Authenticity and Claims to: POWER OF ATTORNEY THE HARTFORD BOND, T-14 One Hartford Plaza Hartford, Connecticut 06155 BantS,Claorfiss��,hehae�tord.c�sn cap: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: MCCAULEY BOND AGENCY LLC A ncx Code: 46-512442 ® Hartford Fire Insurance Company, a corporation duly organized under the laws ofthe State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws ofthe State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws ofthe State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of Indiana having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of Unlimited : Sam Duckett, Liam Hackett, Sean McCauley Jr., Ashlyn Simchik, Sarah Timmons, Bridget Truxillo, Jarrod Yost of DALLAS, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. g gyp, .G� ``�!�'J��..........9'�y /`A� �+`\� �•• {,. '¢ham. { �.' Z . r��pxPRxAr�,n� )c71] 'y�'a �Q �aC9RP011Alfo 1.� 's�3y;.... :,ter•. , tip' '�*�u.�"�a 'ii��� *'�• ��'� �'�� �� f rya: � ��i�,XO�fIRk1*�� &44�m ��. Phyllis A. Clark, Assistant Secretary Joelle G: LaPierre, Assistant Vice President STATE OF FLORIDA ss. Lake Mary COUNTY OF SEMINOLE On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. ao o'K: /�J✓!/� Mariluz Arco 'yjF cr ' My Commission HH 287363 ' ' S tt;•' Expires July 13, 2026 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of Anri 1 Z7. 2026 Signed and sealed in Lake Mary, Florida. E. flyS On i 7Xouxe r ig ' cy 1979 ,i;��j�. `��! .. * • •.��h'c. SEA1. *o:' ,�h, �X0111N \• 7171,f1t1\\"'``` t CMAl E9-. Keith D. Dozoi3, Assistant Vice President R.vied: My 31.2024 STATE OF TEXAS STATE BOARD OF INSURANCE Certificate NY 4360 CERTIFICATE OF AUTHORITY THIS IS TO CERTIFY THAT Company No. Q 1� 3 HARTFORD ACCIDENT AND INDEMNITY COMPANY HARTFORD, CONNECTICUT has complied with the laws of the State of Texas applicable thereto and is hereby authorized to trans- act the business of Fire; Allied Coverages; Hail growing crops only; Rain; Inland Marine; Ocean I g � � $ P Y. Marine; Aircraft --Liability and physical Damage; Accident; Health; Workmen's Compensation; Employers' Liability; Automobile--Liabi]ity and Physical Damage; Liability other than Automobile; Fidelity; Surety; Glass; Burglary; Theft; Forgery; Boiler; Machinery; Credit, excluding mortgage guarantee; Livestock; and Reinsurance on all lines except Life and Annuities insurance within the State of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WEEREOF, witness my hand and seal of office at Austin, Texas, this - .1ft---day of ............. MAY.-----------------, A. D. - - ------------ ...-------- - ----- -- ... ...... COMMISSIO R OF INSURANCE IMPORTANT NOTICE To obtain information or make a complaint: You may contact your agent. You may call Hartford Insurance Group at the toll free telephone number for information or to make a complaint at: 1-800-451-6944 You may also write to The Hartford: The Hartford Hartford (Financial Products One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department Email: bond.claims@thehartford.com You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A P.O. Box 149091, Austin, TX 78714-9091 PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for your information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja. Puede comunicarse con su agente. Listed puede Hamar al numero de telefono gratis de The Hartford Insurance Group para informacion o para someter una queja al 1-800-451-6944 Usted tambien puede escribir a The Hartford. The Hartford Hartford Financial Products One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department Email: bond.claims@thehartford.com Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A P.O. Box 149091, Austin, TX 78714-9091 DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con su agente primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Developer is using a development Bond as a financial warranty for CFA PAYMENTBOND agreement Page I of 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, F.A. Peinado, LLC known as 9 "Principal" herein, and Hartford Accident and Indemnity Company , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 11 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal 13 sum Of Eiuhteen Million One Hundred Eleven Thousand Seven Hundred Two & 001100 Dollars 14 ($ 18,111,702.00 ), 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, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 6th day of October , 20 25 , which Contract is hereby referred to and made 20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 21 and other accessories as defined by law, in the prosecution of the Work as provided for in said 22 Contract and designated as Modern Aviation Construction of Box Hangars, Offices, and Apron, 23 CPN # 106727. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 8, 2023 CPN # 106727 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 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 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 27tn day of April , 20 26 . ATTEST: f-1 De�jAado (Principal) Secretary �6 Kke_ &M Witness as as to Principal CITY APPROVED, NOT REQUIRED Witness as to Surety PRINCIPAL: F.A. Peinado. LLC BY: ! Sa 7ure i Jim Corry Vice President Name and Title Address: 15815 Executive Drive #500 Frisco, TX 75033 SURETY: Hartford Accident and Indemnity Company M Signature Sean McCauley Jr., Attorney -in -Fact Name and Title Address: One Hartford Plaza Hartford, CT 06155 Telephone Number: Email Address: *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 CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 8, 2023 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 EXECUTED IN DUPLICATE *AIA" Document a3127M - 201 0 Performance Bond CONTRACTOR: SURETY: fYarne, legal status and address) (Alarm¢, legal status and principal place F.A. Peinado, LLC c7fb Sines-s) 15815 Executive Drive #500, Hartford Accident and Indemnity Company Frisco, TX 75033 One Hartford Plaza, OWNER: Hartford, CT 06155 lNanw, legal ,status and address) FW American Aero Operating Company, LLC d/bla Modem Aviation FTW PO Box 9861 Amarillo, TX 79105 CONSTRUCTION CONTRACT Date: October 6, 2025 Amowmt: Eighteen Million One Hundred Eleven Thousand Seven ($18111,702.00) Hundred Two & 001100 Description: (V7artre and location) Modern Aviation - FTW Hangars, 14C Hangar A,14C Hangar B Meacham Airport, Fort Worth, Texas BOND Date: April 27, 2026 (Not earlier that C'on.sh-urtion Contract Date) Amount: Eighteen Million One Hundred Eleven Thousand Seven ($18,111,702.00 ) Hundred Two & 001100 Modifications to This Bond: IX None ❑ See Section 16 BOND NO.46BCSJJ8588 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. AIA Document A312 2010 combines two separate bonds; a Performance Bond and a Payment Bond, into one form. This is not a single combined Performance and Payment Bond, CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Sent) Company: ICorporate .Seal; F.A. Peinado, LLC Hartford Accident and Indorpii/ty Company Signature:Signature: Naine Nanie Sean McCauley Jr., Attey-in-Fact and Title �� R h and Title: (Amy additional signatures a, pear on the last page of this Petfonnance Bond.) (FOR 1NFORMAT10N ONLY— 'Vane, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: McCauley Bond Agency (Architeet Engineer or otherparlv:) 5710 LBJ Fwy., Suite 235 Dallas, TX 75240 214-989-7047 Init. AtA Document A312TM -2010. The American tnsehrte OfarcWecis. 06,l+o § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after 1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (1 D) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. § 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. Init. AIA Document A3121 — 2010. The American Institute of Architects. 2 § 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 5; and .3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. § 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs fast. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. § 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default. Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. Init. AIA Document AM 2TM — 2010. The American Institute of Architects. § 16 Modifications to this bond are as follows: (Space is provided helow for additional signatures of addedparties, other than those appearing on the coverpage) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: _ Signature: Name and Title: Name and Title: Address Address CAUTION: You should sign an original AIA Contract Document, on which this text appears In RED. An original assures that changes will not be obscured. Init. AIA Document A312"' —2010. The American Institute of Architects. 4 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 EXECUTED IN DUPLICATE Bond No. 108373591 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENT'S: 7 COUNTY OF TARRANT § 8 That we Moss Utilities. LLC , known 9 as "Principal" herein and Travelers Casualty and Surety Company of America a corporate 10 surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as I I "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the Sllm Of Four Hundred Eighty Thousand Nine Hundred Forty & 001100 Dollars 14 ($ 480,940.00 ), lawful honey of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of , 20 , which Contract is 21 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting from a duly authorized Change Order (collectively 24 herein, the "Work") as provided for in said contract and designated as Modern Aviation 25 Construction of Box Hangars, Offices, and Apron, CPN # 106727; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 33 receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 19, 2025 CPN # 106727 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 2 any defective Work, for which timely notice was provided by City, to a completion satisfactory to 3 the City, then this obligation shall become null and void; otherwise to remain in full force and 4 effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to be 8 repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the 9 Surety under this Maintenance bond; and 10 I I PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROV I DF.,D FURTHER, that this obligation shall be continuous in nature and successive 16 recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 19, 2025 CPN 4 106727 006119-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 1 st day of May 3 , 20 26 . 5 6 7 8 9 10 I ATTEST: 12 low 13 14 (Principal) Secretary 15 16 1718 19 20 V1 ness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 —f� '� 3 (1Xt � Cade Allie, Witnes 33 34 ��<< 35 Witness as to Surety Colin Foster, Witness 36 PRINCIPAI.: Moss Utilities. LLC BY: ure Name and Title Address:11030 Ables Lane Dallas, TX 76229 SURETY: Travelers Casualty and Surety Company of America BY: ( c —1 , i 0% Signature( Sean J McCauley Jr., Attorney -In -Fact _ Name and Title Address: One Hartford Plaza Hartford, CT 06155 Telephone Number: (860) 277-0111 Email Address: bonds! rnecauleybonds.com 37 38 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 39 from the by-laws showing that this person has authority to sign such obligation. If 40 Surety's physical address is different from its mailing address, both must be provided. 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Boy: Hangars, Offices, and Apron Revised September 19, 2025 CPN 4 106727 TRAVELERST Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint SEAN J MCCAULEY JR of DALLAS . Texas , their true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. Mra� - a Fy{q re c9 s �y 1Z COrCt : COWL C VA State of Connecticut By: City of Hartford ss. Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. rN --kk IN WITNESS WHEREOF, I hereunto set my hand and official seal._�j�G� ° NO7AFiY l/. My Commission expires the 30th day of June, 2026* ; Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 1st day of May , 2026 (� MAXiffirrWFOW. Comm CONK VX rt: Aa•' rs ' Hughes, Assn taut Secretary To verify Me authenticity of this Power ofAl tttrney, please call us at 1-800-421-3880. Please refer to the above -named Attomey(s)-in-Fact and the details of the bond to which this Power of Attorney is attached. Texas Department of Insurance Certificate No. 115 6 2 Certificate of Authority TMS IS TO CERTIFY THAT Company No. 0 8— 0 0 5 217 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORDf CONNECTICUT has c=plied with the laws of the Stale of Texas applicable thereto and is hereby authorl=d w uansatx the• business of Vire; Allied Coverages; Hail -growing crops only; Rain; Inland Marine; ocean Marine; Aircraft --Liability & Physical Damage; workers' CQmpensation & Employers' Liability; Employers' Liability; Automobile --Liability & Physical Damage; Liability other than Automobile; Fidelity & Surety; Glass; Burglary & Theft; Forgery; Boiler & Machinery; Credit; Livestock and Reinsurance on all lines authorized to be written on a direct basis inSurar= within the stag of T=as. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, wimess ray hand and seal of office at Austin, Texas, this 16t day of July A.D. 1997 ELTON BOOMER COMMISSIONER OF INSURANCE J c By th A. W_ 11cox Dirator Insurer Scrvic IMPORTANT NOTICE To obtain information or make a complaint: You may call Travelers Casualty and Surety Company of America and its affiliates' toll -free telephone number for information or to make a complaint at: 1-800-328-2189 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. 4. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: Con sumerProtection c-�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your Agent or Travelers first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. (PN-042-B) Ed.10.18.07 / POLICY NUMBER: GL04506553-00 COMMERCIAL GENERAL LIABILITY CG24041219 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: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Blanket as required by written contract or agreement Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Wolters Kluwer Financial Services, Inc. I Uniform Forms Other Insurance Amendment — Primary And Non - Contributory ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I. Prem Return Prem. GL04506553-00 11 /01 /2025 11 /01 /2026 11 /01 /2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: F.A. Peinado, LLC Address (including ZIP Code): 15815 Executive Drive Suite 500 Frisco TX 75033 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of 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 written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B CW (04/13) Page 1 of 1 INTERNAL USE ONLY Includes copyrighted material of Insurance Services Office, Inc., with its permission. 9 Washington - Blanket Notification To Others Of Z U RI C H Cancellation THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL04506553-00 Effective Date: 11/01/2025 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. If we cancel this Coverage Part by written notice to the first Named Insured for any reason other than nonpayment of premium, we will deliver electronic notification that such Coverage Part has been cancelled to each person or organization issued a Certificate of Insurance shown in a Schedule provided to us by the First Named Insured. Such Schedule: 1. Must be initially provided to us within 15 days: a. After the beginning of the policy period shown in the Declarations; or b. After this endorsement has been added to policy; 2. Must contain the names and e-mail addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled; 3. Must be in an electronic format that is acceptable to us; and 4. Must be accurate. Such Schedule may be updated and provided to us by the First Named Insured during the policy period. Such updated Schedule must comply with Paragraphs 2. 3. and 4. above. B. Our delivery of the electronic notification as described in Paragraph A. of this endorsement will be based on the most recent Schedule in our records as of the date the notice of cancellation is mailed or delivered to the first Named Insured. Delivery of the notification as described in Paragraph A. of this endorsement will be completed as soon as practicable after the effective date of cancellation to the first Named Insured. C. Proof of e-mailing the electronic notification will be sufficient proof that we have complied with Paragraphs A. and B. of this endorsement. D. Our delivery of electronic notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such delivery of electronic notification will not: 1. Extend the Coverage Part cancellation date; 2. Negate the cancellation; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. E. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the Schedule 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-GL-107-A CW (10/16) Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. INTERNAL USE ONLY Additional Insured — Automatic — Owners, Lessees Or Contractors ZURICH' Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. AWL Prem Return Prem. GL04506553-00 11/01/2025 11/01/2026 11/01/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: F.A. Peinado, LLC Address (including ZIP Code): 15815 Executive Drive Suite 500 Frisco TX 75033 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — 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 on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" 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 or "your work" as included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, 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: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. 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. U-GL-1175-F CW (04/13) Page 1 of 2 INTERNAL USE ONLY Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. 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. For the purposes of 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 of 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 policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: 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 Paragraph 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. All other terms and conditions of this policy remain unchanged. INTERNAL USE ONLY Coverage Extension Endorsement Z ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP4506552-00 Effective Date: 11/01/2025 This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. C. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment — Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Covered Autos Liability Coverage does not apply. U-CA-424-H CW (10121) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 6 D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in B. Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in B. Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the 'loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" that is a "private passenger type", light truck or medium truck is disabled. However, the labor must be performed at the place of disablement. As used in this provision, "private passenger type" means a private passenger or station wagon type "auto" and includes an "auto" of the pickup or van type if not used for business purposes. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for 'loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph 13.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph 6.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for 'loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". K. Airbag Coverage The Exclusion in Paragraph 13.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph 13.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 6 If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I — Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or S. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. N. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. O. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. P. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". Q. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. R. Hired Auto — World Wide Coverage Paragraph 7.b.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere else in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, S. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. T. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: 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. U. Physical Damage — Additional Temporary Transportation Expense Coverage Paragraph AA.a. of Section III — Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 6 V. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total 'loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. W. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-H CW (10/21) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT WC420304B (Ed. 6-14) 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 operations of the Named Insured, where the written contract to provide this waiver is executed prior to the accident or loss, and the waiver provided under this policy is for work performed by the Named Insured for that person and/or organization. 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: INCL 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 11 /01 /2025 Policy No. WC4506555-00 Endorsement No. Insured F.A. Peinado. LLC Premium Insurance Company Zurich American Insurance Company Countersigned by WC 42 03 04 B © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 1 of 1 (Ed. 06-14) 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY SECTION 0129 75 MATERIALS ON HAND 012975-1 MATERIALS ON HAND Page 1 of 3 6 A.This section should be used if payment is requested based on materials and equipment not 7 incorporated in the Work but delivered and suitably stored at the Site or at another 8 location agreed to in writing (Materials On Hand). 9 B.Payment for Materials On Hand (MOH) may be made for non-perishable materials that 10 are considered long lead-time items and have been approved for MOH payment. 11 1.2 SECTION INCLUDES: 12 A.Materials approved for MOH payment are as follows: 13 1. Water & Sewer Pipe greater than or equal to 24" diameter 14 2. Water Valves greater than or equal to 36" diameter 15 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 16 4. Reinforced Concrete Box greater than or equal to 8' x 6' 17 5. Traffic Signal Poles, Masts, and Cabinets 18 6. Street Light Poles 19 20 B. Requirements for MOH 21 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 22 to qualify for MOH reimbursement. If materials are expected to be stored for a 23 shorter duration, MOH will not be paid. 24 2. For materials on Hand to be paid for, required submittal must been submitted and 25 approved. No MOH will be paid when MOH submittal have not been approved. 26 3. MOH must be stored in accordance with approved submittal requirements. 27 4. The contractor must maintain the proper insurance and retain the duty to protect the 28 materials per the included material specification or equipment per the 29 manufacturer's specifications. 30 C.The City may permit material storage at a third -party facility, provided the facility is 31 bonded and insured. Any off -site storage location must receive prior written approval 32 from the City Project Manager. A copy of the written approval must be included with the 33 corresponding pay application. 34 D.Deviations from this City of Fort Worth Standard Specification 35 1. None. 36 E. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 38 Contract CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 19, 2025 CPN # 106727 01 29 75 - 2 MATERIALS ON HAND Page 2 of 3 1 2. Division 1 — General Requirements 2 1.3 PRICE AND PAYMENT PROCEDURES 3 A.Measurement and Payment 4 1. Measurement and Payment 5 a. The material furnished in accordance with the specific item for which MOH is 6 allowed shall be measured and paid by the Lump Sum. 7 2. The price shall include: 8 a. Invoiced Cost of material ONLY 9 1.4 REFERENCES [NOT USED] 10 1.5 ADMINISTRATIVE REQUIREMENTS 11 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 12 original Furnish and Install quantity and add two separate line items —one for Furnish 13 and one for Install —each with its corresponding pricing. 14 1.6 SUBMITTALS 15 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 16 Project which shall be attached to the pay application and applicable materials to be 17 circled or highlighted, properly added up and totaled in documentation. 18 B. Submittals shall be in accordance with Section 01 33 00. 19 C.All submittals shall be approved by the Engineer or the City prior to delivery and/or 20 fabrication for specials. 21 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A.Written agreement for offsite storage location 23 1.8 CLOSEOUT SUBMITTALS [NOT USED] 24 A.Maintenance Contracts 25 B. Operation and Maintenance Data 26 C. Warranty Documentation 27 D.Record Documentation 28 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.10 QUALITY ASSURANCE 30 A.The City shall confirm that the material or equipment conforms to specifications and is 31 properly marked and secured. 32 B. City's decision on what quantity of received material is to be paid is final. 33 1.11 DELIVERY, STORAGE, AND HANDLING 34 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 35 delivery. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 19, 2025 CPN # 106727 01 29 75 - 3 MATERIALS ON HAND Page 3 of 3 I B. The risk of loss for the material or equipment does not pass to the City until the 2 associated Work is accepted. 3 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 4 A. Storage and Handling Requirements 5 B.Packaging Waste Management 6 1.13 FIELD [SITE] CONDITIONS [NOT USED] 7 A. Ambient Conditions 8 B.Existing Conditions 9 1.14 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 12 13 14 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 19, 2025 CPN # 106727 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Pagel of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 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 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives £ Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. 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 m. 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 cc. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised September 1, 2025 CPN # 106727 SECTION 013120 PROJECT MEETINGS 7\ R 61 0100&011 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations 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. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts £ Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 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] f IR 1 11 OM 011IT130i Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 0132 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 I The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 0132 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 0132 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 0132 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number Project Name_YYYY-MM Example: 101376 H North Montgomery Street MAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name _PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.1-1 below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013216-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXX XX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXN0M.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 013216-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 013216-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification 0132 16.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least 5 working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 013216-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar - CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised October 6, 2023 CPN # 106727 013233-1 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. 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. 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 013233-2 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: [IxZGi1ZIZ1a1Z: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/2 inches x 11 inches to 8 1/2 inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City fords to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson I AK.8. Working Days modified to Calendar Days CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL 5 1.1 SUMMARY 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. Use of Explosives, Drop Weight, Etc. 12 e. Water Department Notification 13 f. Public Notification Prior to Beginning Construction 14 g. Coordination with United States Army Corps of Engineers 15 h. Coordination within Railroad permits areas 16 i. Dust Control 17 j. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 11, 2022 CPN # 106727 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Regulatory Requirements 33 a. All Work near High Voltage Lines (more than 600 volts measured between 34 conductors or between a conductor and the ground) shall be in accordance with 35 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 36 2. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 3. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 4. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 11, 2022 CPN # 106727 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. TCEQ Air Permit 18 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 19 E. Use of Explosives, Drop Weight, Etc. 20 1. When Contract Documents permit on the project the following will apply: 21 a. Public Notification 22 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 23 prior to commencing. 24 2) Minimum 24 hour public notification in accordance with Section 0131 13 25 F. Water Department Coordination 26 1. During the construction of this project, it will be necessary to deactivate, for a 27 period of time, existing lines. The Contractor shall be required to coordinate with 28 the Water Department to determine the best times for deactivating and activating 29 those lines. 30 2. Coordinate any event that will require connecting to or the operation of an existing 31 City water line system with the City's representative. 32 a. Coordination shall be in accordance with Section 33 12 25. 33 b. If needed, obtain a hydrant water meter from the Water Department for use 34 during the life of named project. 35 c. In the event that a water valve on an existing live system be turned off and on 36 to accommodate the construction of the project is required, coordinate this 37 activity through the appropriate City representative. 38 1) Do not operate water line valves of existing water system. 39 a) Failure to comply will render the Contractor in violation of Texas Penal 40 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 41 will be prosecuted to the full extent of the law. 42 b) In addition, the Contractor will assume all liabilities and 43 responsibilities as a result of these actions. 44 G. Public Notification Prior to Beginning Construction CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 11, 2022 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. 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. 1. Coordination with United States Army Corps of Engineers (USACE) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 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 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. 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. J. 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. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. 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. L. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 11, 2022 CPN # 106727 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 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 1 2 3 4 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORT WORTH. Date- DOE NO. xxxx Project Hatne: 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, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 CONTRACTOR Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 9, 2020 CPN # 106727 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 9, 2020 CPN # 106727 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work, including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 —Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised 9/19/2025 CPN # 106727 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter(s) from City for payment of water usage associated with construction water 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 Modern Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 I D. Temporary Fencing 2 1. Provide and maintain for the duration or construction when required in contract 3 documents 4 E. Dust Control 5 1. Contractor is responsible for maintaining dust control through the duration of the 6 project. 7 a. Contractor remains on -call at all times 8 b. Must respond in a timely manner 9 F. Temporary Protection of Construction 10 1. Contractor or subcontractors are responsible for protecting Work from damage due 11 to weather. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised 9/19/2025 CPN # 106727 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen I.I. C. —Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised 9/19/2025 CPN # 106727 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division I —General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A, Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic controlplans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 22, 2021 CPN # 106727 01 5526 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBNHTTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 22, 2021 CPN # 106727 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 I? END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" i applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 22, 2021 CPN # 106727 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than I acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 04WIX110M014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 0158 13- 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 9, 2020 CPN # 106727 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 9, 2020 CPN # 106727 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I . 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 l . 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 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 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 c. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 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 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 1. Mobilization and Demobilization [If subsidiary] 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 [OR] 38 1. Mobilization and Demobilization [If bid item included for Mobilization — 39 Consultant to provide a maximum % of adjusted contract amount based on the 40 anticipated mobilization costs to limit the amount bid for this item] 41 a. Measure 42 1) This Item will be measured by the lump sum or each as the work 43 progresses. Mobilization is calculated on the base bid only and will not be 44 paid for separately on any additive alternate items added to the Contract. 45 2) Demobilization shall be considered subsidiary to the various bid items. 46 b. Payment CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised November 22, 2016 CPN # 106727 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 1) For this Item, the adjusted Contract amount will be calculated as the total 2 Contract amount less the lump sum for mobilization. Mobilization shall be 3 made in partial payments as follows: 4 a) When 1% of the adjusted Contract amount for construction Items is 5 earned, 50% of the mobilization lump sum bid or [Insert Y2 the maximum 6 allowed] % of the total Contract amount, whichever is less, will be paid. 7 b) When 5% of the adjusted Contract amount for construction Items is 8 earned, 75% of the mobilization lump sum bid or [Insert the maximum 9 allowed]% of the total Contract amount, whichever is less, will be paid. 10 Previous payments under the Item will be deducted from this amount. 11 c) When 10% of the adjusted Contract amount for construction Items is 12 earned, 100% of the mobilization lump sum bid or [Insert the maximum 13 allowed]%o of the total Contract amount, whichever is less, will be paid. 14 Previous payments under the Item will be deducted from this amount. 15 d) A bid containing a total for "Mobilization" in excess of [Insert 16 maximum allowed] % of total contract shall be considered unbalanced 17 and a cause for consideration of rejection. 18 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 19 include any cost or sum for mobilization items associated with 20 water/sewer items. Those costs shall be included in the various 21 water/sewer bid Items. Otherwise the bid Items shall be considered 22 unbalanced and a cause for consideration of rejection. 23 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 24 any cost or sum for mobilization items associated with drainage items. 25 Those costs shall be included in the "Mobilization — Drainage" Lump 26 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 27 and a cause for consideration of rejection. 28 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 29 include any cost or sum for mobilization items associated with paving 30 items. Those costs shall be included in the "Mobilization — Paving" 31 Lump Sum bid Item. Otherwise the bid Items shall be considered 32 unbalanced and a cause for consideration of rejection. 33 2) The work performed and materials furnished for demobilization in 34 accordance with this Item are subsidiary to the various Items bid and no other 35 compensation will be allowed. 36 [OR] 37 1. Mobilization and Demobilization [If multiple "Mobilization " bid items are used 38 due to different funding (ex. Water and Sewer and Paving and/or Drainage) — 39 Provide detail of each bid item - Consultant to provide detail for each bid item 40 (typically Water/Sewer will be subsidiary and Paving/Drainage will be LS, with 41 possibly separate bid items for Paving and Drainage due to funding).] 42 a. Measure 43 1) This item for Water/Sewer improvements is considered subsidiary to the 44 various Items bid. 45 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 46 — Paving/Drainage" will be measured by the lump sum or each as the work 47 progresses. Mobilization is calculated on the base bid only and will not be 48 paid for separately on any additive alternate items added to the Contract. 49 3) Demobilization shall be considered subsidiary to the various bid items. 50 b. Payment CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised November 22, 2016 CPN # 106727 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 1) The work performed and materials furnished in accordance with this Item 2 for Water/Sewer improvements are subsidiary to the various Items bid and no 3 other compensation will be allowed. 4 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 5 — Paving/Drainage", the adjusted Contract amount will be calculated as the 6 total Contract amount for paving, drainage or paving/drainage improvements 7 less the lump sum for mobilization. Mobilization shall be made in partial 8 payments as follows: 9 a) When 1% of the adjusted Contract amount for construction Items is 10 earned, 50% of the mobilization lump sum bid or [Insert % the maximum 11 allowed] % of the total paving, drainage, or paving/drainage Contract 12 amount, whichever is less, will be paid. 13 b) When 5% of the adjusted Contract amount for construction Items is 14 earned, 75% of the mobilization lump sum bid or [Insert the maximum 15 allowed]% of the total paving, drainage, or paving/drainage Contract 16 amount, whichever is less, will be paid. Previous payments under the Item 17 will be deducted from this amount. 18 c) When 10% of the adjusted Contract amount for construction Items is 19 earned, 100% of the mobilization lump sum bid or [Insert the maximum 20 allowed]% of the total paving, drainage, or paving/drainage Contract 21 amount, whichever is less, will be paid. Previous payments under the Item 22 will be deducted from this amount. 23 d) A bid containing a total for "Mobilization" in excess of [Insert 24 maximum allowed] % of total paving, drainage or paving/drainage 25 contract shall be considered unbalanced and a cause for consideration 26 of rejection. 27 3) The work performed and materials furnished for demobilization in 28 accordance with this Item are subsidiary to the various Items bid and no other 29 compensation will be allowed. 30 2. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization performed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price per each "Specified Remobilization" in accordance with Contract 38 Documents. 39 c. The price shall include: 40 1) Demobilization as described in Section 1.1.A.2.a.1) 41 2) Remobilization as described in Section 1.1.A.2.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item. 44 3. Remobilization for suspension of Work as required by City 45 a. Measurement and Payment 46 1) This shall be submitted as a Contract Claim in accordance with Article 10 47 of Section 00 72 00. 48 2) No payments will be made for standby, idle time, or lost profits associated 49 with this Item. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised November 22, 2016 CPN # 106727 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 4. Mobilizations and Demobilizations for Miscellaneous Projects 2 a. Measurement 3 1) Measurement for this Item shall be for each Mobilization and 4 Demobilization required by the Contract Documents 5 b. Payment 6 1) The Work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" will be paid for at the unit 8 price per each "Work Order Mobilization" in accordance with Contract 9 Documents. Demobilization shall be considered subsidiary to mobilization 10 and shall not be paid for separately. 11 c. The price shall include: 12 1) Mobilization as described in Section 1.1.A.3.a.1) 13 2) Demobilization as described in Section 1.I.A.3.a.2) 14 d. No payments will be made for standby, idle time, or lost profits associated this 15 Item. 16 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 17 a. Measurement 18 1) Measurement for this Item shall be for each Mobilization and 19 Demobilization required by the Contract Documents 20 b. Payment 21 1) The Work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price per each "Work Order Emergency Mobilization" in accordance with 24 Contract Documents. Demobilization shall be considered subsidiary to 25 mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 d. No payments will be made for standby, idle time, or lost profits associated this 30 Item. 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] 40 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised November 22, 2016 CPN # 106727 017000-6 MOBILIZATION AND REMOBILIZATION 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised November 22, 2016 CPN # 106727 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking; — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] RMLI111\ 0116,0min"-'a ►`[N A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised February 14, 2018 CPN # 106727 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 SECTION 0177 19 CLOSEOUT REQUIREMENTS 3 PART 1 GENERAL 4 1.1 SUMMARY 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Modern Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 22, 2021 CPN # 106727 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A, Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 0178 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised March 22, 2021 CPN # 106727 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 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 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 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 Modem Aviation Construction of Box Hangars, Offices, and Apron CPN # 106727 017823-1 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 78 23 - 2 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 78 23 - 3 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 78 23 - 4 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 01 78 23 - 5 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 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised December 20, 2012 CPN # 106727 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 017839-2 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_l►f11121III Ili1.`1 0I 71 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 Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. 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, in accordance with the intervals set forth in Section 01 71 23, 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. 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. CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. 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 CITY OF FORT WORTH Modem Aviation Construction of STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Box Hangars, Offices, and Apron Revised July 1, 2011 CPN # 106727 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 Vin ltech 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 ANS}/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 11/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 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 R21461`33 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 rl ll ri 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 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