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Home My WebLink AboutContract 61679fORTWORTHi CONTRACT FOR THE CONSTRUCTION OF CSC No. 61679 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019 WSM-G Mattie Parker Mayor City Project No. 102303 Chris Harder Director, Water Department Prepared for David Cooke City Manager The City of Fort Worth WATER DEPARTMENT 2024 Burgess & Niple 3950 Fossil Creek Blvd. Ste #210 Fort Worth, TX 76137 (817)306-1444 TBPELS Finn Registration# F-10834 THE SE L APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY LYNDON X. CROUCH, P.E. 149793 ON 2/28/2024 FORT�VORTH � CONTRACT FOR THE CONSTRUCTION OF WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019 WSM-G City Project No.102303 Mattie Parker Mayor David Cooke City Manager Chris Harder Director, Water Department Prepared for The City of Fort Worth WATER DEPARTMENT 2024 Burgess & Niple 3950 Fossil Creek Blvd. Ste #210 Fort Worth, TX 76137 (817) 30b-1444 TBPELS Firm Registration # F-10834 THE SEAL APPEARING ON THIS DOCUMEIVT WAS ALiTHORIZED BY LYNBON X. CROUCH, P.E. 144793 ON 2/28/2024 ORT ORTH� Cit of Fort Worth Y Standard Construction Specification Documents Adapted September 20l 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Page 1 of 6 Last Revised 00 OS 10 Ma or and Council Communication 07/O1/2011 00 OS 15 Addenda 07/O1/2011 00 11 13 Invitation to Bidders 07/19/2021 00 21 13 Instructions to Bidders 11/02/2021 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Fonn 09/30/2021 00 42 43 Pro osal Fonn Unit Price O1/20/2012 00 43 13 Bid Bond 09/11/2017 00 43 37 Vendor Com liance to State Law Nonresident Bidder 06/27/2011 00 45 11 Bidders Pre ualiiications OS/13/2011 00 45 12 Pre ualification Statement 09/30/2021 00 45 13 Pre uali�cation A lication OS/13/2021 00 45 26 Contractor Com liance with Workers' Com ensation Law 07/O1/2011 00 45 40 Business E uit Goal 10/27/2021 00 52 43 A reement 12/08/2023 00 61 13 Performance Bond 12/08/2023 00 61 14 Pa ment Bond 12/08/2023 00 61 19 Maintenance Bond 12/08/2023 00 61 25 Certificate of Insurance 07/O1/2011 00 72 00 General Conditions OS/23/2021 00 73 00 Su lementar Conditions 10/06/2023 Division O1- General Re uirements Last Revised O1 11 00 Summa of Work 12/20/2012 O1 25 00 Substitution Procedures 07/O1/2011 O1 31 19 Preconstruction Meetin OS/17/2012 O1 31 20 Pro'ect Meetin s 07/O1/2011 O1 32 16 Construction Schedule 10/06/2023 O1 32 33 Preconstruction Video 07/O1/2011 O1 33 00 Submittals 12/20/2012 O1 35 13 S ecial Pro'ect Procedures 03/11/2022 O1 45 23 Testin and Ins ection Services 03/09/2020 O1 50 00 Tem ora Facilities and Controls 07/O1/2011 O1 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011 O1 58 13 Tem orai Pro'ect Si na e 07/O1/2011 O1 60 00 Product Re uirements 03/09/2020 O1 66 00 Product Stora e and Handlin Re uirements 07/O1/2011 O1 70 00 Mobilization and Reinobilization 11/22/2016 O1 71 23 Construction Stakin and Suive 02/14/2018 O1 74 23 Cleanin 07/O1/2011 O1 77 19 Closeout Re uirements 03/22/2021 O1 78 23 O eration and Maintenance Data 12/20/2012 O1 78 39 Pro'ect Record Documents 07/O1/2011 CITY OP PORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPLCIrICATION DOCUMENTS City Project N102303 Revised December 8, 2023 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.�ov/tpw/contractors/ or https://apps.fortworth texas.�ov/Proiectl2esoarces/ Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 41 14 Utili Removal/Abandonment 02 41 15 Pavin Removal Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork Last Revised 03/11/2022 12/20/2012 02/02/2016 31 00 00 Site Clearin 03/22/2021 31 23 16 Unclassified Excavation O1/28/2013 31 23 23 Borrow O1/28/2013 �i�-88 �iEtiiHH�S n i h�� 31 25 00 Erosion and Sediment Control 04/29/2021 �'� � � � i�-�, n�z �'� , � �� Division 32 - Exterior Im rovements 32 O1 17 Permanent As halt Pavin Re air 12/20/2012 32 O1 18 Tem ora As halt Pavin Re air 12/20/2012 32 O1 29 Concrete Pavin Re air 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 �g , � ��z 32 11 33 Cement Treated Base Caurses 06/10/2022 2 �� no i�� 32 12 16 As halt Pavin 12/20/2012 �'� , � ��;i ��3 n� i i�i��t CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised December 8, 2023 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 32 13 20 Concrete Sidewalks, Drivewa s and Banier Free Ram s 12/09/2022 ��-�� i��n,i��z 3�,C � � ��.'�' 32 16 13 Concrete Curb and Gutters and Valle Gutters 12/09/2022 ��i� n�i,o n�n� 2 �� i in� �-�J 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 3�-3 8�93��8�-8 32 91 19 To soil Placement and Finishin of Roadwa Ri ht-of-wa s 03/11/2022 32 92 13 Soddin OS/13/2021 ��4 nv��- �� n m�� 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 O1 30 Sewer and Manhole Testin 09/07/2018 33 O1 31 Closed Circuit Television CCTV Ins ection - Sanita Sewer 03/11/2022 �3-9-�-3� � � m_� �zn� �-A�-�B , � ��z 33 04 10 Joint Bondin and Electrical Isolation 12/20/2012 �4—�-�- [�,.«,.,.�;,,� r,.��..,,� �r„�, ��„+:,..,,, i�i��i 2'2� � � ��zzriv zvii 33 04 30 Tem orar Water Services 07/O1/2011 33 04 40 Cleanin and Acce tance Testin of Water Mains 02/O6/2013 33 04 50 Cleanin of Pi es 03/11/2022 33 OS 10 Utili Trench Excavation, Embedment, and Backfill 04/02/2021 33 OS 12 Water Line Lowerin 12/20/2012 33 OS 13 Frame, Cover and Grade Rin s 09/09/2022 33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 03/11/2022 Grade �-3-8�-1-6 r-�,,.,,...o,o �a�„�e,. v,,,.i�� , �i�� 33 OS 17 Concrete Collars 03/11/2022 33 OS 20 Au er Borin 12/20/2012 33 OS 21 Tunnel Liner Plate 12/20/2012 33 OS 22 Steel Casin Pi e 12/20/2012 33 OS 23 Hand Tunnelin 12/20/2012 33 OS 24 Installation of Carrier Pi e in Casin or Tunnel Liner Plate 12/09/2022 33 OS 26 Utili Markers/Locators 12/20/2012 33 OS 30 Location of Existin Utilities 12/20/2012 33 11 OS Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pi e 12/09/2022 33 11 11 Ductile Iron Fittin s 09/20/2017 33 11 12 Pol vin 1 Chloride PVC Pressure Pi e 09/09/2022 �-3-�--�� z , , �--�-�--�4 , � i�z.=,.��,�z 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 �3-�z�,-�-�- � � i�_� ��i 33 12 20 Resilient Seated Gate Valve OS/O6/2015 CITY OP PORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project N102303 Revised December 8, 2023 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 �-�--�,� nn i��r�; �� 33 12 25 Connection to Existin Water Mains 02/O6/2013 �� '� , � �� 33 12 40 Fire H drants O1/03/2014 33 12 50 Water Sam le Stations 12/20/2012 ��8 n�iiw �i�� 3�--�-�--�-� i � i�� i ��—� i � i�.�;'�z ��_�3� nn i�o ��,�;� 33 31 20 Pol in 1 Chloride PVC Gravi Sanita Sewer Pi e 09/09/2022 �-�1--�-�- i � i��.��z 33-�;� , � �� 3��-�-2� , � ��z 33 31 50 Sanita Sewer Service Connections and Service Line 04/26/2013 � ��o , � i�� i��z 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 ��-�9--�9 , � ��z ��;�,,z �-3�9-48 ""�� 33 39 60 Liners for Sanitai Sewer Structures 04/29/2021 2�� n�ino i��. �-4-�--�� i � i��i 2Z�� 71/1�2/�� 2�� n�� n�ii�z �-� i � i��i ��-�i-�i- n� in�T ��s �r«o�,.w r�,..,;,,� n�/n��T �.8 r„�� :,, vi,,,.,, r,r,,.,�,,.io „a r,,,,,.,:,,., r�,,.,o� ,�i��i�,�i 2z� n�ii� � 2�,e n� /n�./�iT CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPLCIPICATION DOCUMLNTS City Project 11102303 Revised December 8, 2023 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Pennits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Pi•oduct Requirements END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised December 8, 2023 6/12/24, 8:53 AM M&C - Council Agenda Cify of Forf Worfh, Texas Mayor and ouncil ommunication DATE: Tuesday, June 11, 2024 REFERENCE NO.: **M&C 24-0519 LOG NAME: 60WSSC19WSMG - CIRCLEC SUBJECT: (CD 7) Authorize Execution of a Contract with William J. Schultz dba Circle C Construction Company in the Amount of $3,315,726.00, Water and Sanitary Sewer Main Replacements in the Contract 2019, WSM — G Project, Adopt Appropriation Ordinances to Effect a Portion of Water's Contribution to Fiscal Years 2024- 2028 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with William J. Schultz dba Circle C Construction Company in the amount of $3,315,726.00 for water and sanitary sewer main replacement Contract 2019, WSM — G project (City Project No. 102303); 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Lake Worth Gas Lease Capital Legacy Fund in the amount of $966,000.00, from available Gas Lease Royalties, for the purpose of funding the water and sanitary sewer main replacements in the Contract 2019, WSM — G project (City Project No. 102303) to effect a portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program; and 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Lake Worth Gas Lease Capital Project Fund in the amount of $2,815,442.00, from available Gas Lease Royalties, for the purpose of funding the water and sanitary sewer main replacements in the Contract 2019, WSM — G project (City Project No. 102303) to effect a portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program. DISCUSSION: On September 27, 2016 Mayor and Council Communication (M&C L-15954), the City Council authorized the settlement of an annexation lawsuit entitled City of Fort Worth, Texas v. Town Lakeside, Texas. As part of this settlement agreement certain areas presently within the Town of Lakeside's water Certificate of Convenience and Necessity (CCN) will be transferred to the City of Fort Worth five years after execution of the settlement agreement, which occurred in October 2016. This M&C is to authorize the installation of water mains to provide service to the identified water CCN area subject to transfer to Fort Worth, water and/or sewer service to the non CCN area identified below on the following streets: _ Street � From `� To Scope Work 3,000 feet West of the Roadrunner Jacksboro West 2,000 Water (CCN) Circle Highway/Surfside Drive feet Intersection Jacksboro Surfside Water/Sewer Highway Roadrunner Circle Drive (Non CCN) Surfside Jacksboro Sewer (Non Drive Watercress Drive Highway CCN) Sommerville Surfside Drive Tyler Place Sewer (Non Place CCN) Tyler Place Hood Street Eastland Sewer (Non Avenue CCN) apps.cfwnet.org/ecouncil/printmc.asp?id=32226&print=true&DocType=Print 1/3 6112/24, 8:53 AM M&C - Council Agenda The project was advertised for bid on February 29, 2024 and March 7, 2024 in the Fort Worth Sfar- Telegram. On March 28, 2024 the following bids were received: Bidder Amount Time of Completion William J. Schultz, Inc dba Circle 300 Calendar C Construction Co. $3,315,726.00 Days Western Municipal Construction of Texas, LLC $3,643,011.05 Venus Construction Company, Inc. $3,912,377.05 � Jackson Construction Ltd. $4,603,900.00 �— � In addition to the contract amount, $299,929.00 (Water: $136,832.00, Sewer: $163,097.00 is required for project management, material testing, and inspection and $165,787.00 (Water: $74,416.00, Sewer: $91,371.00), is provided for project contingencies. It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of the Water's portion of the City of Fort Worth's Fiscal Years 2024-2028 Capital Improvement Program, as follows: 60WSSC19WSMG - CIRCLEC Capital Revised Project FY2024 CIP Budget Change Fund Name Appropriations Authority �ncrease/Decrease FY2024 Name Budget Lake Worth 102303 Gas Lse Contract $0.00 This M&C $966,000.00 $966,000.00 Cap 2019 Legacy WSM-G — Fund 39301 Lake Worth 102303 Gas Lse Contract $0.00 This M&C $2,815,442.00 $2,815,442.00 Cap 2019 Project WSM-G — Fund 33001 Funding is currently available in the Unspecified All-Funds project within the Lake Worth Gas Lease Capital Legacy Fund and the Lake Worth Gas Lease Capital Project Fund for the purpose of funding the Water and Sanitary Sewer Replacements in the Contract 2019, WSM — G project. Appropriations for the Water, Sanitary Sewer and Replacements in the Contract 2019, WSM — G project by Fund will consist of the following: Fund W&S Capital Projects - Fund Existing Appropriations $693,138.00 Additional I Project Total Appropriations * $0.00�� $693,138. apps.cfwnet.orglecouncillprintmc.asp?id=32226&print=true&DocType=Print 2l3 6/12/24, 8:53 AM ��56002 Lake Worth Gas Lse Cap Legacy — Fund 39301 Lake Worth Gas Lse Cap Project — Fund 33001 Project Total $0.00 $0.00 $693,138.00 M&C - Council Agenda $966,000.00�� $966,000.00 $2,815,442.00 ��$2,815,442.00 $3,781,442.Od �j$4,474, 580.00 *Numbers rounded for presentation purposes. Business Equity: William J. Schultz dba Circle C Construction Company is in compliance with the City's Business Equity Ordinance by committing to seven percent MWBE participation on this project. The City's Business Equity goal on this project is seven percent. This project is located in COUNCIL DISTRICT 7. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Unspecified All-Funds project within the Lake Worth Gas Lse Cap Legacy Fund and the Lake Worth Gas Lse Cap Project Fund and upon the approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the Lake Worth Gas Lse Cap Legacy Fund and the Lake Worth Gas Lse Cap Project Fund for the Contract 2019, WSM — G praject to support the approval of the above recommendations and execution of the construction contract. Prior to any expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs),: TO Fund Department ccoun Project Program ctivity Budget Reference # mount ID ID Year (Chartfield 2) FROM Fund Department ccoun Project Program ctivity Budget Reference # mount ID [D Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Fernando Costa (6122) Chris Harder (5020) Walter Norwood (5026) ATTACHMENTS 1. 602019WSMG - CIRCLEC funds availability,pdf (CFW Internal) 2. 602019WSMG-CIRCLEC (002),pdf (Public) 3. 60WSSC19WSMG - CIRCLEC Compliance Memo.pdf (CFW Internal) 4. 60WSSC19WSMG - CIRCLEC FID Table (WCF 04.29.24).xlsx (CFW Internal) 5. 60WSSC19WSMG - CIRCLEC Form 1295.pdf (CFW Internal) 6. 60WSSC19WSMG - CIRCLEC SAM.pdf (CFW Internal) 7. ORD.APP 602019WSMG - CIRCLEC 33001 A024(r3).docx (Pub�ic) 8. ORD.APP 602019WSMG - CIRCLEC 39301 A024(r2)_(1).docx (Public) 9. PBS CPN 102303.pdf (CFW Internal) apps.cfwnet.org/ecouncil/printmc.asp?id=32226&print=true&DocType=Prini 3/3 ooloo 0 0 0 0 0 0 0 o c» cri 0 0 � � m � 0 0 �n �n � � � .e � FQ R W U a � U C� � � 3 a U � 3 0 b N N N N m m m m m m 0 0 0 0 0 0 m m m m m m O O O O O O ii �--I �--1 �--1 c-1 �--1 C� O O C� p O m m m N N N in w � V V V O O O O O O m m m m m m 0 0 0 0 0 0 � � � � � n O O O O O O 0 0 0 0 0 0 m m o 0 0 0 rn m m m m m m m m m m m Ol Ol I Ol � O � O O O pp O pp pp z o z o 0 � o � o 0 U m v m m w o w o 0 a m a m m Z o Z o 0 7 �--1 � � �--1 c-1 c-1 �--1 r1 '-1 O O O O O O O O O O m m m m m N N N N N tD tD tD tD l0 V V V d' V O O O O O m m m m m v v v v v 0 0 0 0 0 0 0 0 0 0 � � � � � O O O O O � S vi n i i 0 0 � N � � � � � � D �p � � �p � � � o m � � o � +� �, �3 0. o va a"io�c c 7 � C �+ N..4 9 C O J J � � J J � � — � (�0 Y +' — _ �j U nv�iH v�'i o oc°v°�F � i i u U i i U O L v U1 al f0 4/ N 4! 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M&C insert slra/1 be on bhre paper.J 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION C1TY OF FORT WORTH [lnsert Prujert n4unc j STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS [lit,aerr Projrct Nw»be-rJ Revised July 1, 201 I FO RT W RT H H o �� ADDENDUM N0.1 INVITATION TO BID (ITB): 24-0125 BID OPENiNG DATE: March 21, 2024 {CHANGED} REVISED BID OPENING DATE: March 28, 2024 DATE ISSUED: March 6, 2024 ITB N�. 24-0125, issued February 29, 2024, is hereby amended as foll�ws: 1. Bid Opening Date is changed from March 21, 2024 at 2:00 PM (Local Time) to March 28, 2024 at 2:00 PM (Local Time). 2. Prebid Conference — Web C�nference is changed from March 12"�, 2024 at 9:00 AM (Local Timej to March 19�h, 2024 at 9:00 AM (Local Time). 3. Pricing should now be submitted via Bid Propasal {00 42 43) (BT-69N) (Bid Table). All other terms and conditions remain unchanged. i �'lce�� TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■��r��■ By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: SIGNATURE: ADDENDUM TO INVITATION TO BID NO. 24-0125 WATER SANITARY SEWER REPLACEMENT 2019 WSM-G WATER DEPARTMENT Ci�'C.� C- G�O/7Sr�ucTi�O �..r�oc� ,��,1 � �- NOTE: Company name and signatu�e must be the s ifie s on the original bid documents. Failure t� return this form with your sealed bid may constitut�roy ds f�� rejection af your offer. .; �I � , �c� ADD�NDUM TO INVITATION i0 �ID NO. 24-0125 WATER SANITARY SEUVER REPLACEIVIENT 2099 WSM�G WATER DEPARTMENT ;�� . �AT� ISSU�D: March 22nd, 2024 !NVliATlOFd TO BID (!TB): 24-0925 BID OPENING DAT�: Marclt 28, 2024 P�tE-E31[� f1��ETiNC l7AT�: March 99, 2024 ITB No. 24-0125, issued February 29, 2024, is hereby amended as follows: 1. Prospective bidders should compiete the "Business Equity Office Pre-Bid Checklist" found on Bonfire. The MWC3E deadline is the 3�d business day after the 6id Opening. 2. Epoxy manhole liner quantities have been verified and confirmed. • Bid item 13 "Epoxy Manhole Liner" is for newly constructed sewer manholes that need epoxy liner as called for in the plans, These new manholes with epoxy coatings should be coated per standard speciFication 33 39 60 which calis for an epoxy liner thickness of 125 miis minimum. • Bid item 14 "Clean &�poxy Manhole Liner for Existing Manhole" is for existing sewer manholes that need epoxy liner as called for in the plans. These existing manholes with epoxy coatings should be coated following standard specification 33 39 60 which calls for an epoxy liner thickness of 250 mils minimum. This bid item 14 is for the two existing manholes shown on sheets 19 and 20 that are cailed out as existing SSMH to be "Clean & Goat w/ epoxy liner". 3, The pavement quantities on sheet 5 are clarified and revised as foilows and the additional wording has been added to the following quantity label callouts, . To clarify, half of the pavement including 11-inch Pavement Pulverization, 26 Ib/sy Cement Modification, and 3-Inch SurFace Course Asphait, Type "D" have been put into Unit 1 with the remaining half placed into Unit 2. • The note reading "2446 SY" pointing to thE hatch near Roadrunner Rd is revised to read "2446 SY 3-Inch Surface Course Asphalt, Type "D" on 3422 SY 11-inch Pavernent Pulverization with 26 Ib/sy Cement Modification", • The note reading "1683 SY" pointing to the hatch near N Surfside Dr is revised to rEad "1683 SY 3-Inch SurFace Course Asphalt, Type "D" on 1811 SY 11�inch Pavernent Pulverization with 26 Iblsy Cement Modification". • The note reading "3270 SY" pointing to the hatch near Tyler Place and Sommerville Place Rd is revised to r�ead "3270 SY 3-inch Surface Course Asphalt, Type "D" on 3532 SY 11-inch pavement Pulverization with 261b/sy Cement Modification". • The typical sections for pulverize and overlay showing the extra width of cement stabilized subgrade past proposed pavement can be found in the "Street Typical Section" detail sheet, sheet 35 of the plans. • Plan sheet 5 is not reissued by this Addendum. • The quantities of 11-inch Pavement Pulverizatiah, and 3-Inch SurFace Course Asphalt Type "D" are unchanged by this revision. 4. A plan holder lisl (24-0125 - PW 102303 Water Sanitary Sewer Replacement 2019 WSM-G Plan Viewers List) has been uploaded to 6onfire. 5. 7he lable of contents (00 00 00) is updated to include reference to the hard copy of specia) specification 99 99 00 Non-Standard Bid Items ihcluded in the back of the specification book directly before the appendix. 6. Bid Proposal (00 42 43) (BT-69TV) has been removed in its entirety and replaced by the revised Bid Proposai (00 42 43) for addendum #2. The changes are as follows: � The quantity of #1-19 0241.0402 Remove Asphait Drive is revised from 14,470 SF to 5,610 SF. • The quantity of #1-?_0 9999.0001 6" HMAC Driveway is revised from 1q,470 SF to 5,610 SF. • The quantily of #1-33 9999,0008 4" Gravel Driveway & Parking is added at 489 SY. • The quantity of #2-23 0241,0402 Remove Asphalt Drive is revised from 13,848 SF to 6,95� SF. • The quantity of #2-24 9999.0001 6" HMAC Driveway is revised from 13,848 SF to 6,950 SF. • The quantity of #2-30 3211.0600 26 Ib/sy Cement Modificatlon is revised from 48 tons to 57 tons. • The quantity of #2-36 9999.0008 4" Gravel Driveway & Parking is added at 366 SY. • Bid item #2-14's description has "(250 Mils)" added to the end such that it how reads: "Cfean & Epoxy Manhole Liner for Existing Manhoie (250 Mils)" 7. Specification for added bid item 9999.0008 4" Gravel Driveway & Parking is as follows; 6id item shall be to repair, furnish and install gravei driveways that are damaged by the cohstruction. Gravel shall consist of crushed stones, free from frozen material or injurious amounts of salt, alkali, vegetable matter or other material, either free or as adherent coating, and its quality shall be reasonably unifarm throughout. It shall have a wear of not more than 40 percent when tested in accordance with TxDOT Test Method Tex-410-A. The material must meet TxDOT Type A aggreg�te requirements following Tex-302 "Aggregates for Surface Treatments". The material shall be washed and screened and not have by weight more than one percent organ'tc matter, clays or laam and not more than five percent by weight of any one of or combination of slate, shale, schist, or saft particles of sandstone. The gradation shall be: ITB 24-0125 Water and Sanitary Sewer Replacement 2019 WSM-G Addendum No. 2, Page 2 of 4 � ie�re _ � . ��rcent P��sin� 1" (25,0 mm) � 100 314" (1 �.0 mm) �� -��-.__ � __��..�. --- t�o, 4(4.7 � mm) � � 5- 7a .�. (�o, � (2.36 mrn) � � _ ��_ � �- �7 - 55 f�o. 40 �4Z5 mm) "f 0� Z8� _� �w� _ �_��_ � � _..�a f�o, �00� (75 mm) 3.0 � � 2.0 Lic�uid Limit M�x 25 - � � _ . _ -� �__.u__� _ _ �� _ .... _.� ____... P'la�iicity Index 3 4� 0 • The Gravel Driveways that are repaired under this bid item shall be full compensation to replace the damaged driveways.and shall be paid on a square yard basis for a four-inch (4") thickness, complete in place. 8, Questions from Pre-Bid Meeting: • Can you verify the quantity of paving on page 5? i. The paving quantities will be verified and addressed via addendum. (This is addressed above.) • Can you clarify the pavement base and surface course mismatch? i. Cement stabilized subgrade must extend out one-foot beyond the edge of the 3- inch asphalt surface course. • Will the TxDOT contractor still be out there during this contract? i. Yes, TxDOT's contractor SEMA will still be out there. Brown Engineering is the Resident Engineer on the TxD07 project. The Fort Worth project is in easements where possible. There are two spots where in TxQOT's right-of-way: near the culvert near WL STA 19*40 and near the buildings near WL S7A 33+5D to STA 40+50. • What is the City's desired start date7 i. The City would lil<e to be in construction in August. • Will the cement quantities be checked? i. Yes, al! quantities wi!! be checked, verified, and clarification or revisions issued. !T8 2Q-0125 Water and Sanitary Sewer Replacement 2019 WSM-G Addendum No. 2, Page 3 of 4 All other te�ms and co iCons remain unchanged, 'jJ� �b� ` TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMEfVT ■�r��aM��r��a��rr��r��rrr��a��aa u�aai�a��r��u��r�� By the signature affixed below, Addendum No. 2 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: C�c��o/7,.fT�'uc>`/� SIGNATURE: NOTE; Company name and signature mu be fh same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection pf your offer. ITB 24-0125 Water and Sanitary Sewer Replacerr�ent 2019 WSM-G Addendum No. 2, Page 4 of 4 i l.A�� 1 �� ADDENDUM TO INVITATION TO BID NO, 24-0125 WATER SANITARY SEWER REPLACEMENT 2019 WSM-G WATER DEPARTMENT ADDENDUM NO. 3 DATE ISSUED: March 26, 2024 INVITATION TO BID (ITB): 24-0125 B(D OPENING DATE: March 2S, 2024 (CfiANGED by Addendum 1) ITB No. 24-0125, issued February 29, 2024, is hereby amended as follows: 1. Revise quantity of #2-36 9999.0006 4" Grave! Driveway & Parking is revised from 43933291 SF to 3,291 SF. All oth� � ��s and co �di ons remain unchanged. �b � � � ---� TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■��r�r��r��r�r��ri�a��s�aeer��r��r��r�� By the signature affixed below, Addendum No. � is hereby incorporated into and made part of the above referenced Invitation to Bi�. COMPANY NAME: C,. i� c/` C�mn�sfisi c T�O � �-�- SIGNATURE: _�.�c�.,�,� �c� __ NOTE; Company name and signature n. b. the same as on the origina! bid documents. Failure to return this form with your sealed bid m X co► itute grounds for rejection of your offer. 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water and Sanitary Sewer Replacement Contract 2019 WSM-G ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project unti12:00 P.M. CST, THURSDAY, MARCH 21, 2024. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Office, bidders shall e-mail the completed Business Equity forms to the City Project Manager no later than 2:00 PM on the second City Business Day after the bid opening date, exclusive of the bid opening date. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openO�ortunities Failure to submit a11 completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non-responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Snpport (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 4,368 LF 12" Water Line by Open Cut; 430 LF 8" Sanitary Sewer Line By Other Than Open Cut; 430 LF 20" Steel Casing By Other Than Open Cut; 2,923 LF 8" Sanitary Sewer Line by Open Cut; and 7,300 SY Pavement Replacement (POL) Pulverize and Overlay. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre-qualifed by the Ciry at the time of bid opening. The procedures for qualification and pre-qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab—openO�ortunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bon�rehub.com/partal/?tab=openO�portunities, under the respective Project. PREBID CONFERENCE — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: March 12, 2024 TIME: 9:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. ADVERTISEMENT DATES February 29, 2024 March 7, 2024 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised 2/08/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 11. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the wark contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalifed for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre-qualification, must submit the documentation identified in Section 00 45 1] on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if quali�ed, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://a�s.fortworthtexas. o_� v/ProjectResources/ CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.1. Paving — Requirements document located at: https://apps.fortworthtexas.�ov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TP W%20Pavin� %20Contractor%20Prequalification%20Pro�ram/PREQUALIFICATION%20REQ UIREMENTS°/a20FOR%20PAVING%2000NTRACTORS .ndf 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://a�ps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractar%20Prequalification/TPW%20Roadwa v%20and%20Pedestrian%20Li�htin�%20Prequalification%20Program/STREET% 20LIGHT%20PREQUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://a�ps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 OSanitary%20Sewer%20Contractor%20Prequalification%20Pro�ram/WSS%20pre qual%20requirements.pdf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors wi11 be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: <Include this paragraph if there are special qualification types for work involving treatment plants, pump stations, etc. and enter those special qualifications here. If there are none then delete this paragraph.J 4. Examination of Bidding and Contract Documents, Other Related Data, and Site CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 41. Before submitting a Bid, each Bidder: 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Wark. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. . . • . ._. • . ��. ��. . -.� ._ �_ . � . . �- . 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identiiied in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on iile with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No infortnation given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, sha11 be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 41.8. Shall detertnine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete infarmation upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings wi11 be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4.Standard insurance requirements, coverages and limits. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 4.3. The submission of a Bid wi11 constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or pertnits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditions and is supplemented in Section O1 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.L In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-] ] -2020), codified at: https://codelibra . .r��gal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 121. The Bid Form is included with the Bidding Documents. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be fi11ed in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openO�ortunities . 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and �gures will be resolved in favor of the words. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 171.1. Any or a11 bids wi11 be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifcations, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the Ciry will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal Ciry Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others wi11 constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City CounciL The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 W SM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #102303 Revised/Updated 1/17/24 00 3b 13 CONFLICT OF INTEREST STATEMENT Page 1 oi 1 SECTION dd 3513 CONFLlCT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnalre or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretlon in the planning, recommending, selecting or cant�acting with a bidder, offeror or respondent Is affifiated with your company, then a Local Govemment Officer Conflicts Disclosure Statement (CIS) mey be required. You are urged to consult with counsel regarding the applicability of these forms and Local Govemment Code Chapter 776 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx,usl https;//www.ethics.state.tx.us data/forms/conflict/qS.pdf � � ❑ ❑ � ❑ BIDDER: CIGl Form does not apply CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form does not apply CIS Form is an File with City Secretary CIS Form is being provided to the City Secretary William J Schultz Inc dba Circle C Con� 500 W Trammell Ave PO Box 40328 Fort Worth, Texas 76140 � By: i q �.s�s..��,� �. (Printed Name) �" �liG�%�1' �.ss•�� (Signature) � r-- T�tie: President C Date: .� � �e - � � Cf1Y OF FORT WORTN S7ANDARD CONS7RUCTION SPECIFICATION �OCUMENTS Revlsed Fe6ruary 24, 2020 END OF SECTION Water and Sanitary Sewer Replecement Contract 2019 WSM-G Ciry ProJect #102303 0o a� o0 BID FORM Page 1 oi 3 $�c�ioia oo a� o0 BID FORM T0: The f'urchasing Manager c/o: ihe Purchasing Division 200 iexas Street City of Fort Worth, Texas 76102 FOR: City Project No. Units/Sections: Water and Sanitary Sewer Replacement, Contract 2019 WSM-G 102303 Unit 1 Water lmprovements Unit 2 Sanitary Sewer Improvements �, EnY�r Inio �4greem�nt 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 pertorm and furnish all Work as specified or indicated in the Contract bocuments ior the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditfons of the Contract Documents. 2. �IDD�R Acknowledgemen4s and Cer4ificaiion 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 �id Bond, 2,2 Bidder is aware of all costs to provide the required insurance, wil) do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notifcation of award, 2.3 Bidder cerfifies 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, 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 fndividual or ent(ty to refrain from bidding. 2.6 Bidder has not engaged in corrupt, fradulent, 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, "fradulent pract)ce" means an intentional misrepresentatfon of facts made (a) to influence the bidding process to the detriment of City, (b) to establish Bid prices at artificial non-competitive 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� 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. CITI' OF FORT WORTH Wator and Sanitary Sewer Repiacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C(ty Project #102303 Revised February 24, 2020 00 41 00 61D FORM Page 2 of 3 3. Prequallfica4ion ihe Bidder acknowledges ihat ihe following work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution, Urban and Renewal, 12-Inch diameter and smaller b. Sewer Collection System, UrbanlRenewal, 8-inches and smatier c. Asphalt Paving Construction/Reconstruction (LESS 7HAN 15,000 SY) d. Augur Boring - 24-inch diameter casing and less e. - f. - g. - h. - 4. Time of Completion 4.1 The Work will be complete for Final Acceptance withir 300 days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached io this �id The following documents are attached to and made a part of this Bid: a, T'his 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 8idder, Section 00 43 47 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Confiict 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 Instruction to Bidders 6. Yotal �id �mount 6.1 Bidder will complete the Work in accordance with the Contract Doucments for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure wi!! be read publicly by the City at the bid Opening. CIIY OF FORT WQRTH Weter and Senitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTlON SPEClFlCATION DOCUMENTS City Project #102303 Revised February 24, 2020 0o a� o0 BID FORM Page 3 of 3 6.2 It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to veriflcation and/or modification by multiplying the unit bid prices for each pay item by the respective 6.3 Total Base Bid $3,315,726.00 $3,3'i 5,726.00 Total Bid 7. Bid Submittal This bid is submitted on March 28, 2�24 (aate} Respectfully submitted, By: �_ �s (Signature) Teresa S Skell (Printed Name) by the entity named below. Title: President William J Schultz Inc dba Circle C Construction Company: Address: 500 W Trammell Avenure Fort wortn, Texas 76140 State of Incorporation: Texas Email: t.skelly@circlecconstruction.com Phone: g17-988-7996 END OF SECTION Corporate Seal; CITY OF FORT WORTH Waler and Sanitary Sewer Replacement Contract 2019 W ShA-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cfry ProJect N102303 Revised Februery 24, 2020 00 42 43 BID PROPOSAL Page 1 of 2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Bidlist Item Description Specification Unit of B�d Unit Price Bid Value No. Section No. Measure Quantity 1 3311.0441 12" Water Pipe 33 11 10, LF 4,208 331112 $125.00 $526,000.00 2 3311.0451 12" DIP Water 33 11 10 LF 160 $150.00 $24,000.00 3 3311.0161 6" PVC Water Pi e b O en Cut 33 11 12 LF 148 $100.00 $14,800.00 4 3312.0001 Fire H drant 33 12 40 EA 10 $5,500.00 $55,000.00 5 3311.0001 Ductile Iron Water Fittin s w/ Restraint 33 11 11 TN 6.0 $8,500.00 $51,000.00 6 3312.0106 Connection to Existin 16" Water Main 33 12 25 EA 1 $8,500.00 $8,500.00 7 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 22 $750.00 $16,500.00 8 3312.2003 1" Water Service 33 12 10 EA 22 $1,250.00 $27,500.00 9 3312.2004 1" Private Water Service (Plumbin 33 12 10 LF 610 $85.00 $51,850.00 10 3312.3002 6" Gate Valve 33 12 20 EA 10 $1,500.00 $15,000.00 11 3312.3005 12" Gate Valve 33 12 20 EA 6 $4,500.00 $27,000.00 12 3305.0207 Im orted Embedment/Backfill, Select Fill 33 OS 10 CY 1,284 $35.00 $44,940.00 13 3305.0109 Trench Safe 33 OS 10 LF 4,516 $1.00 $4,516.00 14 0171.0101 Construction Stakin O1 17 23 LS 1 $5,000.00 $5,000.00 15 0171.0102 Construction Surve (GPS Red Line Surve ) O1 17 23 LS 1 $3,000.00 $3,000.00 16 0241.1510 Salva e Fire H drant 02 41 14 EA 1 $1,200.00 $1,200.00 17 0241.0401 Remove Existin Concrete Drivewa 02 41 13 SF 3,802 $5.00 $19,010.00 18 3213.0401 6" Concrete Drivewa 32 13 20 SF 3,802 $20.00 $76,040.00 19 0241.0402 Remove As halt Drive 02 41 13 SF 5,610 $5.00 $28,050.00 20 9999.0001 6" HMAC Drivewa 99 99 00 SF 5,610 $15.00 $84,150.00 21 3110.0102 6"-12" Tree Removal 31 10 00 EA 3 $2,000.00 $6,000.00 22 3292.0100 Block Sod Placement 32 13 20 SY 806 $15.00 $12,090.00 23 3291.0100 To soil 32 91 19 CY 70 $50.00 $3,500.00 24 3125.0101 SWPPP ? 1 acre 31 25 00 LS 1 $5,000.00 $5,000.00 25 3201.0400 Tem ora As halt Pavin Re air 32 O1 18 LF 1,320 $28.00 $36,960.00 26 3123.0101 Unclassified Street Excavation 31 23 16 CY 72 $125.00 $9,000.00 27 0241.1700 11-Inch Pavement Pulverization 02 41 15 SY 4,383 $13.00 $56,979.00 28 3211.0600 261b/s Cement Modification 32 11 33 TN 57 $425.00 $24,225.00 29 3212.0303 3-Inch Surface Course As halt, T e"D" 32 12 16 SY 3,700 $36.00 $133,200.00 30 9999.0002 TxDOT Concrete Pavement per TxDOT 99 99 00 SF 125 S ecification Item 429 $55.00 $6,875.00 31 3471.0001 Traffic Control 34 71 13 MO 5 $3,500.00 $17,500.00 32 9999.0003 Water Construction Allowance 99 99 00 LS 1 $50,000.00 $50,000.00 33 9999.0008 4" Cravel Drivewa & Parkin 99 99 00 SF 4 393 $10.00 $43,930.00 Sub-Total Unit 1 - $1,488,315.00 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised February 24, 2020 00 41 00 Bid Proposal Workbook_Addendum #2.xlsx 00 42 43 BID PROPOSAL Page 2 of 2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 2 - Bidlist Item Description Specification Unit of B�d Unit Price Bid Value No. Section No. Measure Quantity 1 3331.4ll 5 8" Sewer Pi e b O en Cut 33 31 20 LF 2,ll 1 $105.00 $221,655.00 2 3331.4ll 9 8" DIP Sewer Pi e Carrier Pi e 33 11 10 LF 430 $175.00 $75,250.00 3 3331.4ll9 8" DIP Sewer Pi e b O en Cut 33 11 10 LF 812 $175.00 $142,100.00 4 3305.1103 20" Steel Casin B Other Than O en Cut 33 05 22 LF 430 $1,200.00 $516,000.00 5 3331.3101 4" Sewer Service 33 31 50 EA 24 $1,200.00 $28,800.00 6 3301.0002 Post-CCTV Ins ection 33 O1 31 LF 3,353 $5.00 $16,765.00 7 3301.0101 Manhole Vacuum Testin 33 O1 30 EA 14 $200.00 $2,800.00 8 3305.0207 Im orted EmbedmendBackfill, Select Fill 33 05 10 CY 1,309 $35.00 $45,815.00 9 3305.0109 Trench Safet 33 05 10 LF 2,923 $1.00 $2,923.00 10 9999.0004 8" Dro Connection 99 99 00 EA 1 $2,500.00 $2,500.00 11 3305.0112 Concrete Collar 33 05 17 EA 13 $450.00 $5,850.00 12 3339.1001 4' Manhole 33 39 10, EA 12 33 39 20 $6,500.00 $78,000.00 13 3339.0001 E ox Manhole Liner 33 39 60 VF 55.0 $400.00 $22,000.00 14 9999.0005 Clean & Epoxy Manhole Liner for Existing 99 99 00 VF 28.0 Manhole 250 mils $500.00 $14,000.00 15 3339.1003 4' Extra Depth Manhole 33 39 10, VF 46.0 33 39 20 $250.00 $11,500.00 16 3305.0113 Trench Water Sto s 33 OS 13 EA 10 $2,500.00 $25,000.00 17 0171.0101 Construction Stakin O1 17 23 LS 1 $5,000.00 $5,000.00 18 0171.0102 Construction Surve GPS Red Line Surve O1 17 23 LS 1 $3,000.00 $3,000.00 19 0241.1300 Remove Cona Curb & Cutter 02 41 15 LF 100 $10.00 $1,000.00 20 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 100 $55.00 $5,500.00 21 0241.0401 Remove Existin Concrete Drivewa 02 41 13 SF 921 $10.00 $9,210.00 22 3213.0400 5" Concrete Drivewa 32 13 20 SF 921 $20.00 $18,420.00 23 0241.0402 Remove As halt Drive 02 41 13 SF 6,950 $5.00 $34,750.00 24 9999.0001 6° HMAC Drivewa 99 99 00 SF 6,950 $15.00 $104,250.00 25 3292.0100 Block Sod Placement 32 92 13 SY 251 $15.00 $3,765.00 26 3125.0101 SWPPP > I acre 31 25 00 LS 1 $5,000.00 $5,000.00 27 3201.0400 Tem ora As halt Pavin Re air 32 O1 18 LF 1,657 $28.00 $46,396.00 28 3123.0101 Unclassified Street Excavation 31 23 16 CY 72 $125.00 $9,000.00 29 0241.1700 11-Inch Pavement Pulverization 02 41 15 SY 4 383 $13.00 $56,979.00 30 3211.0600 261b/s Cement Modification 32 11 33 TN 57 $425.00 $24,225.00 31 3212.0303 3-Inch Surface Course As halt T e"D" 32 12 16 SY 3 700 $36.00 $133,200.00 32 3471.0001 Traffic Control 34 71 13 MO 5 $3,500.00 $17,500.00 . Furnis , Insta , Mamta�n, Remove TxD T 33 Concrete Safery Barrrier (F-Shape) Pinned Placement with 99 99 00 LS 1 Concrete Damage repair from Pinned Placement per TxDOT $18,500.00 $18,500.00 9999.0002 TxDOT Concrete Pavement per TxDOT 34 S ecification Item 429 99 99 00 SF 1,481 $30.00 $44,430.00 35 9999.0007 Sanita Sewer Construction Allowance 99 99 00 LS 1 $50,000.00 $50,000.00 36 9999.0008 4" Cravel Drivewa & Parkin 99 99 00 SF 3 291 $8.00 $26,328.00 Sub-Total Unit 2 - $1 827 411.00 Bid Summary Sub-Total Unit 1 - $1,488,315.00 Sub-Total Unit 2 - $1,827,411.00 Total Bid $3,315,726.00 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised February 24, 2020 00 41 00 Bid Proposal Workbook_Addendum #2.xlsx MERGH.ANTS BONDING COMPANY,M MEEZCHANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHOtvE: (800) 678-8171 F�: (515) 243-3854 BID BOND PUBLIC WORK Bond No. N/A KNOW ALL PERSONS BY THESE PRESENTS: That William J. Schultz, Inc. dba Circle C Construction Company, P. O. Box 40328, Fort Worth, TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, Purchasing Division, 200 Texas Street, Fort Worth, TX 76102 (hereinafter called the Obligee) in the full and just sum of ( 5% of G.A.B. ) Five Per Cent of Greatest Amount Bid Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 28th day of March , 2024 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Water and Sanitary Sewer Replacement Contract 2019, WSM-G City Project No. 102303 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bonding Company (Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: William J. Schultz, Inc. dba Circle C Construction Company Principal X By eresa . e y, resi en ;�� t� ��I`��y: �� Fir . gy d�� R: !Y!�ll��j �� . .. �� : :�LL�;� ��=��= �Yil CON 0333 (2/15) 1ViERCHA�TS BONDING COMPANYrM POWER OF ATTORNEY KnowAll Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) 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. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and otherwritings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State ofFlorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • ��.......,... r �y�'oRp R.9�:�0': c2•'?G -o- v'�: ; v�: 2003 :;,�; Od�. :a�: •,�� •. .: �J .•'� .•�� •. • O�NG . �O,�j •. ; �o�ORPO,q •.'O9• . • : G '9� •!,� � : �: _ -o- � � : ' Z; : 3• : a' 1933 : c • .y . • �j• �b. • 6 •d . . ,i�. . •�1 . . . . . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By STATE OF IOWA �., � �.• .� �r �. Pr�,sident COUNTY OF DALLAS ss. ��"""'�� On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ��f.�,�'- �� Kim L�ee o _� ;. Cammission Numb�r 702737 ` ?;;�; :- M1yC'ommi��ion Expire� �f1 f1 , ~�,,,.""�,�.' k�ril 14, 2Ci�d �--� Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 28th day of March, 2024. , . ��...�....,,� �.•---•.� �.••Pq10Nq� ••., .• �\!��! �0,�••, :'(,��•�KPOR ' .�p•� ; m0?OF1P0 'O9' � `�t/ �� : 2 : 2�' 4�e^' 2 = � G 9'�� :y,c . • `%I' �G; .�:� -o- o; : : S : - o - O: z : � s'; 1933 � c • �ecrerary : c�' 2003 :'��: : y;. � ti: :.d� � .��.: •,_d�;� � .,`;�a�. � � �• •... • POA0018 (10/22) ��'•'••••••••••'� '••••••• MERCHA1vTS BONDING C�MPANY,M MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, [NC. P.O. BOX 14498 � DES MOINES, IOWA 50306-3498 �(800) 678-8171 �(515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) 00 43 37 VEND�R C�MPZIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR CDMPLIAHCE T� STATE LAW NON RESfOENT BIDOER Texas Government Cvde Chapter 2252 was adopted for the award of cantracts to nonresident 6idders, This law provides that, in order tv he awarded a contract as low bidder, nonresident bidders {out�#-state contractors whase corporate offices ❑r principai place of business are ❑utside the State of Texas} bid prajects for construction, impravements, supplies ar services in Texas at an amount lawer than the [owest Texas resident hidder by the same amount that a Texas resident bidder wauld he required ta underbid a nonresident bidder in order to ohtain a comparahle contract in the State which the nonresidenYs principal place of business is lacated. The appropria#e blanks in Section A must 6e filled aut hy all nonresident hidders in arder far your hid to meet specifications. The failure of nonresident bidders to da sa will automatically d9squalify that bidder, Resident hidders must check the box in Section B. A. Nonresident hidders in the State af , aur principal place of husiness, are required ta be percent lower than resident hidders hy State Law, A capy of the statute is attached. Nonresident bidders in the Stafe af , our principal place of husiness, are nat required ta underhid residen# bidders. 6. The principal place of business of aur company or aur parent company nr majority awner is in the State of Texas ❑� BIpD�R: WiiEiam J Schultz Inc d�a Circle C Construc 540 W Trammell Ave Fort Worth, Texas 76140 ey. Teresa S Skelly f � � �Printed Name) % ��.:`�.�''../�' (Signature Title: President ' Date: 3128124 END OF SECT1aN CITY �F F�l3T WORTH STAIVOARO CONSTRUCTION SPECIFICATION OQCUMENTS Revised February 24, 2020 Water and Sani�ary Sewer Replacement CenVact 2U19 WSM-G CRy Prnject #102303 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 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 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102303. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's ceitificates of compliance with worker's compensation coverage. CO TRACTOR: �,il/ r,,, ��"S � /, �.. /� � .I'�� c,/6a Ci�e�i ��o�s�ia<fio� �o��Qw�y: /�/'l�S�7 SS�C�� Company (Please Print) so� G� To�,M � //�� Address �o,��,�, rX ��f�o City/State/Zip THE STATE OF TEXAS COUNTY OFTARRANT 0 0 Signature: � p ,S.�r Title: %"P�'/C�'rr� — (Please Print) BEFORE ME, t un rsigned authority, an this day personally appeared Tcrc k(, � , known to me to be the person whose name is subscribed to the foregoing instr ent, and acknowledged to me that he/she executed the same as the act and deed of (� �' e�l l��' for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this �L � day of J V►n � , 20 24 ....�.es.� �oPRY�°�a•-� Afv1ANDASJONKERS ; a � �� n`� NOtsry PubliC � N', '�, 3 �TAT13 OF TBXAS +�°�?F .��+p,,a R10tefy ID 1i 1348439Et3 oF pqy Corttm. k�. Deoernbet 21, 20:c; .� ; a�,,,�- S . -- Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS City Project #102303 Revised July 1, 2011 00 52 43 - 1 Agreement Page 1 of 6 s�c�rro�v oa sz 43 AGREEMENT THIS AGR�:EIVIEI�IT, authorized on 06/l l/z4 , is made bv and between the City of Fort Worth, a Texas home ntle municipality, acting by and through its duly authorized City Manager, ("Ciiy"), and VVilliam J. Schultz, Inc. dba Circle C Constivction Company , authorized to do business in Texas, acring by and through its duly authorized representative, ("Contractor"). City and Coniractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: A�rNcle 1. WORK Contractor sl�all complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project f'or which the �Vork under the Contraet Documents may be the whole or only a part is generally described as follows: Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 Article 3. COI�ITRACT PRICE City agrees to pay Cantractor far performan e of the Work in accordance with the Cantract Documents an amount in currcnt fwids Of �hree Million, Three Hundred Fifteen Thous�ndD 9 � Sey_��_�uucla'ed TweAt�'-Six and No/100 ollars ($ *3 315 726.00* ). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. C[)NTRr�CT TIIVIE 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 300 days after the date when the Contraet Time commences to n�n, as provided i� Paragraph 2.02 of the General Conditions, plus any extension thcreof allawed in accordance with Article 12 af the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the e.sset�ce for eompietiott of Milestones, if any, and to achieve Final Acceptance of the Work and City and the pablic wi11 suffer from Ioss of usc if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recogi�izes the delays, expense and difflculties invalved in proving in a legal proceeding, the actual loss suffered by t�e City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidaied damages for delay (but not as a penalty), Contractor shall pay City One Thousand Dollars (�1,000.00 for eacU day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the Ciry issues the Final Letter of Acceptance. Article 5. CONTRACT ]�OCLTMENTS 5.1 CONTENTS: A.'1`he Contract Documents which comprise the entire agreement between City and Contractor conceining the Work consist of the following: CITY ON FORT WORTH lVater and Sanitary Sewer Replacement Coniract 2019 W5M-G STANDARD CONSTRUCTION SPLCIFICATION DOCUMEVTS City Project#102303 Revised December 8, 2023 0() 52 43 - 2 Agreement Pagc 2 of 6 ] . This Agreement. 2. Ariachments to this Agreemenl: a. Bid Form 1) Proposal Fami 2) Vendor Compliance to State Law Non-Resident Iiidder 3) I'reyualification Statement 4) State and Federal documents (praject spe.cific) b. Cut7ent Prevailing Wage Rate Table c. Insurance Certification Fonn {ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specitically rnade a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Docmnents. b. Drawings. 7, Addcnda, 8, Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after thc Effcctive Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Cl�ange Orders. d. Letter of Final Acceptance. Article 6. INDEMN:IF�CATInN 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and emplayees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its of�icers, agents, empluyees, subcontractars, licenses or invitees under this cantract. This indemnification provision is s��ecificall1r intended to o�et•ate and be effective e�en if it is alle�ed or �sroven that all or some of the dama�es bein� sou�ht were caused, in whole or in �aart� bg� anv act, omission or ne�li�ence of the cil�°. This indemnity provision is intended to include, withuut limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes af actions, CTTY OP FOR'1' 1VORTI� Water and Sanitary 5ewer Kepincement Conhact 2019 WSM-G STANDARD CQNSTRUCTION SPEC:IFICATION llOCUMENT'S City Praject 11102303 Revised December 8, 2023 005243-3 Agreement Page 3 of 6 6.2 Cantractor coveuants and agrees to indetnnify and hold harniless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction af propert3� of the city, arising out of, or alleged to arise out of, the work and services to be performed by ihe cantrnctor, its offcers, agents, employees, subcontractoi•s, licensees or invitees under this contract. This indemnification �rovision is s eci�icallv intended to o erate and be effective even if it is alle ed or raven that all or some of the dama es bein sou ht were caused, in whole or in art b anv act omission or ne�li�ence of tl�e.cit�e, Article 7. MISC�LLANEOUS 7.1 Terms. 'Tei�ns used in this Agreement which are defined in Article 1 of the General Conditions will have the rneanings indicated in the General Couditions. 7.2 Assignment of Contract, This Agreement, including all of the Contract Documents may not bc assigned by the Coi�tractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself; its partuei•s, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Concract Documents held to be unconstitutional, �oid or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upoi� City and Contractor. 11ie failure of City or Conn�actor to insist upon the per-forn�ance of any term or provision of this A�reement or to exercise any riglit grantcd hcrein shall not constitute a waiver af C:ity's or Contractor's respective right ta insist upon appropriate performance or to assert any such right on any fuhue occasion. 7.5 Governing Law ai�d Venue. Tl�is Agreement, including all of tihe Contract Texas. Venue sl�all be Tarrant Couiity, Texas, Northei-n District of Texas, Fort VVorth Drvision. Documents is perfoi-mable in the State of or the United States District Court for the 7,6 Authorit_y tn Sign. Contractor shall attach cvidencc of authority to sign Agreen-►ent if signed by someoue other than the duly aut}�orized signatory of the Contractor. 7.7 Non-appropriation of runds. In the event iio hinds or iiisuf�cient funds are appropriated by City in any Cscal period for ai�y paymeiits due l�ereunder, City will notify Veudor of such occurrence and this Agreeinent shall terminate on fl�e last day of the fiscal period for wl�ich appropriations were received without penalty or expense to City oC airy kind whatsoever, except as to the portiotis af the pa}nnents herein agreed upon for which f'unds have been approprialed. C1TY UP FURT 1VORTH Water and Sanitary Sewer Replacement Contract ?0l9 WSM-G STANDARD CONSTRUCTION SPEC[FICAT[ON DOCUMENTS City Pmjzct #102303 Revised Uecember 8, 2023 005?_43-4 Agreement Nage 4 of 6 7.8 Prohibitioi� On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordauce with Cttapter 2271 of tlie Texas Government Code, if Contractor has 1 D or more full time-employees and the contract vahie is $1QO,OQO or more, the City is prohibited from entering into a contract with a company for goods ar services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2} ��ill not boycott lsrael during the term of the contract. The terms "boycott Israel" and "company" shall have the ineanings ascribed to those ternis in Section 808.001 of tlie Texas Government Code. Sy signing this cantract, Contractor certifies thnt Cont�•actor's signature pravides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor; (1) does not boycott Israel; and {2) will not 6oycott Israel during the term of the contract. 7.9 Prohibition on Boycottino Energy Companies. Contractor acknowledges that in accordance with C6apter 2276 of the Texas Government Code, the City is prolubited from entering into a contract for goods or se�vices that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) iu�less the conlraci contains a wl•itten verification from the company that it: (1} does not boycott energy companies; and (2} vvill not boycott energy companies during the term of the coniract. The terms "boycott energy conipany" and "company" have the meaning ascribed to those tertns by Chapter 2276 of the Texas Government Cc�de. To the extent that Chapter 2276 af the Government Code i� applicable to this Agreement, by signing this Agreement, Contractor certifies that Cantractar's signature provides written verification to the City that Contractor: (1) daes not boycott energy companies; and {2) will not baycott energy companies during the term of this A�reement. 7.10 Prohibition on Discrimination Agaiiist Fireaim and Amm�u�ition I�idustries. Contractor acluiowledges tl�at except as othcrwise provided by Chapter 2274 of the Texas Govenunent Code, the City is prohibited from enterin� into a contract for goods or servicas th�t has a value of 5100,000 or more which will be paid whotly or partly from public fuuds of the City, with a company (with 10 or more full-time employecs) unless the contract contains a lvrittei� verificatioii from the company that it: (1} does not have a practice, policy, guidance, or directive that discriminates agailist a firearm entity or firearm trade association; and (2) will uot discrirnin:ate durii�g the tenn of the contract against a fireai7n cnkity or fueai�n trade association. The ternis "discrimitiate," "fii•earm eiitity" and "firearui trade associati�n" have the meaning ascribed to those terms by Chapter 2274 of the Texas Govenunent Code. To the extent that Chapte.r 2274 of the Government Code is applicable to this Agreement, h,y signirig this Agreement, Contractor certifies that Contractor's signature provides written veri�cation to the City that Contractor: (1) does nat have a pracrice, policy, guidance, or directive tftiat discriminates against a firearm entity, or firearm trade association; and (2) �<<ill iiot discrirninate against a firearm entity ar f rearm trade assaciatian duri�rg tlie term of this Agreement. CTTY OF rORT WORTH �Vuter and Sanitary 5e��er Replacement Conkucl 2014 WSM-G STANDARIJ CONSTRUC'1'[[)N SYfiC1F1CA'lEON llOCU19ENT5 City Yroject Hl0'1303 Rcviscd Dccembcr R, 2023 00 52 43 - 5 Agreement Page � uf 6 7. i 1 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility af it� employees wlio perform work under this Agreement, including completing the Employment Eligibility Veri£�ication Form (1-9). Upon request by City, Contracto�• shall provide City �vith copies of all I-9 forms and supporting eligibility documentation for each ernployee who perfortns work under this Agreement. Contractor shall adhere to all Federal and State laws as �vell as estahlish appropriate procedures and controls so that no services will be perfornled by any Contractor employee who is not legally eligible to perform such seivices. CON'I'RACTOR SHALL INDEMNIFY CITY AND HOA.D CI'I'Y HARMLESS FRUIVI ANY PENAI,TIES, LIABII.ITIES, OR LOSS�S DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTI�CTOR, CON'I'RACTOR'S EMPLOYEL+'S, SUBC�NTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately termivate this Agreenlent for violations of this provision by Coiitractor. 7.12 No Third-Pariy 13eneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no thira-party beneficiaries. 7.13 No Cause of Action Against Engiucer. Contractor, its subcontractors and equipmeiit and niaterials suppliers on the PROJECT or their sureties, shall manitain no direct action against the En�;ineer, its officers, employees, aud subcontractors, for any elaim arising aut of, in connection with, or resulting from the engineering services perfoirned. Oi�ly the City will be the beneficiary of any w�dei�taking by flie Engineer. 'Che presence or duties of the Enginee.r's personnel at a construction site, whetl�cr as on-site representatives ar otherwise, do not make the F,ngineer or its peisonnel in any way responsible far those duties that belong to the City �nd/or the City's construction contractors or other entities, and do not relieve the construction contractors ar any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means; techniques, sequences, and procedures necessary for coordinating and completing all portions of the constructioti work in accordance witl� the Contract Docliments und any health or safety precalitions required by such construction �vork. The Iingineer and its ��ersonncl ha�e no aulhority to exercise any control over any constniction contractor or other entity or their employees in connection with their work or any health or safety precautions. CITY OF FORT WORTH Water :uid Sanitary Sewer Replacemenk Contract 2019 WSM-G STANDARD CONS'I'RUCTION SPECIFICAT[ON DOCIJMENTS City Projtrot N102303 Reviscd Dcccmber 8, 2023 00 5243-6 Agreement Page fi of6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: William J. Schultz, Inc. dba By: Cil'cle C Construction Com11any �iG.t> JcU� Ter·esa S. Skelly (Printed Name) Pr·esident Title P. 0. Box 40328 500 W. T1·ammell Address Fort Worth.., TX 7614!! City/State/Zip Date City of Fort Worth By: '5'""...,.i.C.,...._ Femando Costa Assistant City Manager Jul3,2024 Date Attest: rA� Jannette Goodall, City Secretary (Seal) M&C: � 4 -OS I q Date: • _j u V\ e.. JI:, ).,OJ-l/ Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. IAU/dd�er: o, Waite; Norwood, P.E. --- Senior Project Manager Approved as to Form and Legality: Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: .cw-��", Chnstopher P. Harder, P .E.D,rector, Water Department CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pruject/1102303 Revised December 8, 2023 00 61 13 - I PERFURMANCEIiUND Page 1 of 2 1 2 3 4 5 6 TI�IE STATE OF TEXAS COUNTY Or TARRAN�r BOND NO. 1001G1S87 SEC I'IOIo100 61 13 PERFORMANCE BOND § § KNOW ALL SY THESE P12ESLNTS: § 7 That we, Wilham J. Schultz, Ii�c,,dba Circ_Ie C Construcrion__Comp�i►y,,,,, known as 8 "Principal" herein and Merchauts Bonding Company_(_Mutua,l)..__ _ , a corporate 9 surety(sureties, if more than orie) duly authorized to do business in the State of Texas, known as 10 11 12 13 14 15 16 17 "S�u'ety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "Cit.y" herein, ui the penal Tl�ree Million, Tl�ree Hundred Fifteen Thousand, Seven Hund►•ed �f f�Yf�%f�:t]�:C]�%]�if f:>'C]�X]�if f�X]�]C]�%]�%]�%]�Y sum o, Twenty-Six_and No/100_._��_._..._._.,....,__ �u�_.__.�.w__.....T_ Dollars ($��__ *3,31S,72G.00X _), lawtiil maney of the iJnited States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executor•s, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awardeci 18 the llth day of ____ Jnne ____, 20 24 , which Cc�ntract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein, io furnish all materials, equipment labor and other 20 accessories defrned by law, in the prosecution of the Work, including any Change Orders, as 2( provided for in said Contract designated as Water and Sanitary Sewer Replacement Contract 2019 22 WSM-G, City Project #102303 23 NOW, TgIEREFORE, the condition of' this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfiilly 25 perform the Work; uicluding Cliange Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of tbe Contract that may be granted on the part of thc City, then this oblig�►tion shall be 28 and become null and void, otherwise to remain in full force and effect. 29 30 PRUVIIDED FUR'I'HER, that if a�ry legal action be filed on this Boud, venue shall lie in Tarrant County, Texas or thc United States Dish•ict Court for tl�e Northern District of Te�:as, Fort 31 Worth Division. C17`Y O[' FORT WORTH Wnter and Sanitary Sewer Repl�cement Contract 2019 W5M-G STANDARD CONSTRiJCI'ION SPFsCIF1CA7'ION DOCUMGNTS City Pmjcut #102303 Revised Dcccmber R, 2U23 006113-2 PERrORMANC,E BOND Page 2 of 2 1 'I'his bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as ainended, and all Iiabilities on tlus bond shall be detennined in 3 accordance with the provisions of said statue. 4 IN WITNESS WI-IEREOF, the Principal and the S;�rety have SIGNED and SEALED this 5 instrumeut by duly authorized aDents and officers on tl�is the /J _day of .Tu n.L „� 6 , 20 24 . 7 8 9 1Q 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 2b 2� 28 29 30 31 :32 33 34 35 36 37 38 39 4Q 41 42 43 44 ATTEST: rn��5.� , -------___�-_�_r r ______-- (Principal) Secretary Michele S. L kfor Wihiess as to Principal PRINCIPAL,: William J. SchultzLInc, dba Circle C Constructiou.Com�Ly _ BY: /�e.�q cSc� .._._. �_.. _______... _.. ._-- ---- — Signature Teresa S. Skeliy, President,____,___,�,_ __, Name and Title Acidress: P. O. Box 4U328 SUO W. Trammell Fort Worth, TX 7G140 SLJRETY: Merchant� o din Com an Mutual) RY; -- - ......vl_.�'. .,, _. _._ Signature Sheryl,_A. Klutts�Att.or��gy_in-F�ct__........ Name �uid 'Citle Address: ----------- ----....----...-- 6700 Westown Park�vav_. ...,. �West Des Moin.�_s, I�_.5026G-7754 . Wihiess as to Surety John A. ler Telephone Nu►nber: 800) 678_8171 _ Email Address: sheryl@,johnamillerassocinc.com *Note: If signed by an officer of the Surety Company, there must be on file a ceriified extract from the by-laws showing that this I�erson has authority to sign such obligation. if Surety's pl�ysical address is dif#erent from its mailing address, both must be provided. The date of the bond shall nat be prior to the date the Contract is awarded. CI'I'Y OF FORT WORTH Water and Sanitary Sewer Replacement Contrnct 2019 WSM-G STANUARD CONSTRUCTION SPECIFICATION UOEUivIENTS City Projecl NIU2303 Revised December 8, 2023 MERC�-LANT� S�� BONDING COMPANY,,, POWER OF ATTORNEY Know Ail Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants Nationai Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) 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 aliowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seai when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State ofFlorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways oniy, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonweaith of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • ��,.....,,,� : q? pRp �Rq,I �O � :Z:z -O- �Oia•: ; v': 2003 ��; .��d�� • ��, : .•' "'•. . • p\!1G , �o� j• • ;�o�oRP09 •:°.y' . • : C, '4�•y,c: � �: z -o- r" �..,: :z� Q:3• a'• 1933 � c' .y . . • ��y. '.�b��. .\1-�.: MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By ,� � President STATE OF IOWA '•. �7 .�' '• COUNTY OF DALLAS ss. '••.n��.r•' • •..... On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ��'i S Kim Lee Q > Cammissaon Number 702737 ` ��tt....lt-K-,-' z "�°-• `` My Commission Expims � ,� � F�ri[ 14, 2024 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in fuli force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of , 2024. ��..��.�...,, ��..•--••.. �.• ��10Nq� �•.� . �\NG.CpM . c�� °�p�Rq e°y; :�ma�oRPo9q�qy�: �� =�'� -o- v'p: �t,"'-;Z -o- �":^: e%�Gf/2�I'Lltl' � :? : 2003 :��;� � 6�� 1933 Q:�c' Secretary ;�•. ; .y�. ��y: '•�v��••........•;;��:' �°•6�W• • ��• •�'��d.� POA0018(10/22) •'''•••�'•••••• •��••••• 00 61 14 - 1 PAYMEN'I' BONU Page I uf 2 1 2 3 4 5 6 TI�E STATE OF TE�S COUIVTY OF TARRANT BOND NO. 1001G1587 SECT'ION 00 61 14 PAYMENT BOND § § KIVOW ALL BY THESE PRESENTS: § 7 That we, William J. Schtiltz, Iuc. dba Circle C Construcriou Company,, known as 8 "Principal" herein, and Merchauts Bondin�Com�any (Mutual) , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, knovv�i as "Surety" 10 herein (whether one or tnore), are lield and firn�ly bound unto the Ci .ty of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal Three Million, Three Hundred Fifteen Thousand, 12 sum of; Se��eu Hundred Twenty-Six and No1100*_X*X.�**** Dollars 13 ($ ____ x3,315�72G.00X _____), lawful inoney of tl�e United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and ttvly be made, we bind ourselves, 15 1( our heirs, executol•s, administrators, sitccessars and assi�is, jointly and severally, firmly by these presents: 17 WHEEREAS, Principal has entered into a certain written Contract with City, awarded tl�e 18 llth day of Juue , 20 24 ,��hich Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein, to furnish all tnaterials, equipment, labor 20 21 22 and other accessories as defined by la�v, in the prosecution of the Wark as provided for in said Contract and designated as Water and Sanitary Sewer Replacement Contract 2019 WSM-G, City Project #102343. 23 NOW, THEREFOIZE, THE CUNDITIQN aF THIS OFiLICiATION is si�ch that if 24 Principal shall pa,y all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the 'I'exas Government Code, as amended) in the prosccution of' the Work under 26 the Contract, tk�en this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 24 30 31 T'his bond is made and executed in compliance with the provisions of Chapter 2Z53 of tl�e Texas Government Code, as amended, and all liaUilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FOKT \WORTH Water and Sanitar}� Sewer Rcplacement Contract 20t4 WSM-G STANDARU CONSTRUCTION SPECIFICATI(�N DOCUMEN'I'S City Projcct t1102303 Revised DecemUer R, 2023 Q0 61 14 - 2 PAYMENT BOhID Page 2 of 2 2 3 4 5 6 7 8 9 14 ffl 12 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly autharized agents and officers on this the � day of � /� �F , 2024 ATTEST: _�_ _ ��1 _� (Prmcipal) Secretaiy A'Iichele S. anlcford Witness as to Principal PRINCIPAL: William J. Schult� Inc. db� _ _—_ Circle C CQnstruction Com�any _ _/ BY: . /r�t�l� cSc,�� Signature Teresa S. Skelly, President __._.. __... Name and Title Address: P, O. Box 40328 SUO W. Trammell Fort_Worth, TX 7C140 . _____ SURF.,TY: -----�---.-.....__----_. _...�.__.._.._._.._ _..—�_..____.. 1Lierchants o . .wn�,Compau�:(Mutual) ATTEST; BY: _, . ... .__ . _ �._.�.._ _ _ Signahtre Sheeyl A�KluttszAttorn��iu-Fact (Surety) Secre � Naine and Title Address: X �� 670_U__Westo�vu Parltway_ _ � �i • -- West Des Moines, IA 5026C--77S4 Witn�.ss as ia Surery John A. iller Telephone Nuinber: (80U) G78-8171 Email Address: she�yl�johnamillerassocinc.com Note: I('signed by an officer of the Surety, there musf be on file a certified extract from the bylaws showing that tl�is person has autharify to sign such obligation. If Surety's physical address is different from its rnailing adciress, bc�th mtist be provided. The date of the bond shall not be prior to the date ihe Contraci is av��arded. END �I� SECTION GITY OF FORT WORTH Watcrand Sanitary 5ewer Replaceroent Contract 2019 WSA4-G tiTANllARD CONSTRUCTION SPECIFICATIOtd DOC[JMF,N'iS City Ptoject ti102303 Rcvised December S, 2023 M.ERC�-i,ANTS BONDING COMPANY„a POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively cailed the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behaif of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and underiakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behaif of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transporiation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transporiation. It is fully understood that consenting to the State ofFlorida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modiflcation or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • �,,.......,� . 'p'�!�NA ��'. < ' ;'��• pRPORq•�p : :/. 'V �' •,'y: :a:z _o_ o;v; , j': 2003 ,r��; ;d�., ,.��;: •, (�i ' : iJ �• .•' "'•. •� ��•�� •. �O?�RPOq�'09'. ' %G �i{ :y,t i :i'—: Z -o- R': : • z: �; �. ' a'• 1933 ' .y :c. • • 1� . . J�� `��Q . . . . • � •. MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By President STATE OF IOWA '•.,,� �7 ��..`' ' • . . � � � . •' COUNTY OF DALLAS ss. """� On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behaif of the Companies by authority of their respective Boards of Directors. �s.�'�!'� s Kim !ee o > Commission Number 702737 ` � z .:'E°-< `` P�Ay Commisspn Expi7es �� ,,;�;;w f+�ri(14, 2024 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of , 2024. ��,�..�.�.�.,, .••G'••. ..•P.��ONq�••,. .°�\N CO,� •. : �� pp • ,� • : p�••Pp�' '°q• `!✓ : �`' � c+°R R,q�;' °y : ' m. �0 9q-` ,y,� � � � L=s' ;z:2 _a_ o•;v; :�:Z -o- �"�....: �� '_ � 2003 `�; :6�' 1933 �: c' secretary . o •. : . yj. �cti: ':d�•• .••��;� '. 6%•... .•�:�d : .,.�k••.. �...; �'�,, .,. W ��. • .... POA 0018 (10/22) '•••.,...,....� • . .. . • (IO Gl 19 - 1 MAINTENANCE BOND Page l of 3 BOND NO. 100161587 l 2 3 4 5 � 7 8 9 SECl'I(�l� UO 61 19 MAINTENANCE BOND TETE STATE OF T�:XAS § § KNOVk' ALL SY THESE PR�:SENTS: cauNTy o� �r��rT § That wc William J. Schultz, Inc. dba Circle C Construction Co�any __, known as "Principal" herein and Merchants Bonding Compai�y (Mutual)______ a cotporate surety . ___....__..__ � (sureties, if mare than one) duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more): are held and frmly bound unto tl�e City of Fort Worth, a inunicipal 11 corp oration created�pursuant to the laws of the State of Texas, known as "Cit��" herein, in the sum `1'hree Million, Three Hundred Fifteen Thousand, 12 of Seven Hundred Twenty-Six and No/100*X°'�X'�X�__, llollars (� *3 315 72C OOX }, 13 lawful money of the United States, to be paid in I'ort Worth, Tarratrt Counry, Texas, for payment 14 of which sum well and tnily be made unto the City and iis successors, we bind oi�rselves, our heirs, 15 executors, administrators, successors and assi��s, jointly and severally, firmly by these presents. 1(i 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 1 ltli_ day of June �, 2024 , which Contract is hereby 19 referrecl to and a made part hereof for all pwposes as if fully set forth herein, ta furnish all materials, 20 equipment labor and other accessorics as defined by law, in ihe prosecution of the W�rk, including 21 any R�ork resulting from a duly authorized Change Order (collectively herein, the "Worl�") as 22 provided for in said contract and designated as �'Jater and Sanitary Sewer Replacement Contract 23 2019 WSM-G, City Project #1�2303; and 24 25 W�IEREA�S, Principal binds itself to use such matcrials and to so construct the Work in 26 accordance with the plans, specifications and Coiitract Documents that the Work is and will remain 27 free from defeots in materials or workmanship for and during the period of two (2} years after the 28 date of Final Acceptance of the Work by the City ("Maintent�nce Period"); and 29 3o WHEREA�, Principal binds itself to repair or reconstiuct the `��rk in whole or in part upon 3 i receiving notice from the City of the need therefor at any time within tl�e Maintenaiice Period. 32 C1TY OF PORT NOR'PH 1Nater and Sanitary 5ewer Replacement Contruct 2019 WSM-C; STANDARD CONSTRUCTION SPECIFIC4TIOV DOCUtv1EN'I'S City Project I1102303 Revised Decetnber 8, 2023 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 19 OOG119-7_ MAINTGNANCE AUND Pnge 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal sliall fail so to repair or reconstruct any timely nc�ticed defective Work, it is agreed that the City may cause any and all such defective Work to Ue repaired and/or reconsh-ucted with all associated costs thereof being Uorne by the Principal und the Surery under this Maintenance bond; and PROVIDED FUR'I'HER, that if any legal action be tiled ou this Bond, venue shall lie in Tarrant County, Texas or the Unitetl States District Court for the Northern District of Texas, Fo�i Worth Division; and PR(}VIDL+'ll FURTHEIt, that this obligation shall bc continuous in nature and successive recovenies may be had hereon for suecessive breaches, Cl'I'Y OF FORT WORTH Water and 5anitary Sewcr Replacement Cantract 2019 WSM-G STANUARll CONSTRUCTION SPECLP'ICATION DOCUMGNTS City Project #102303 Revised December 3, 2023 006119-3 MAINTFNANCE BOND Pagc 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Su�•ety have each SIGNED and SEALED this 2 instrument by duly authorized ageuts and officers on this the l lth day of 3 June , 20 24 . 4 5 b 7 8 9 10 11 12 13 14 15 16 17 is 19 20 21 22 23 ?q 25 26 27 ?g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 AT"1'ES'I`: r� , a � ��l (Principal) Secreta�y Teresa S. Lanl yd Witness as to Priucipal A`CI'EST: PRINCIPAL: William J. Schultz, Iuc. dba Circle C Construction Company BY: �� + _ Si�mature Teresa S. Slcelly, President � Name and Title Address: P. 0. Box 40328 500 W. Traminell �� Fort Worth. TX 76140 SURETY: — -- ----- ._._.....------...____._ ___ Merchant din Coiup ny._�M ua�,__ BY: ignature � Sheryl A, Kh�tts, Attornev-in-Fact Name and Title Address: . ----- -. -- — - - (Sw�e Secretary 6700aWestown Parkway, ,,, , V11est Des Momes IA 50266-7754 X'_"_--__ ..... ... �.... ..... .....�.�._ ,,,,,,,,,,,,,1. Witness as to Surcty� John A. � er Teleplione Number: �800 678-8171 __. En�ail Adciress: sheryl(a��olinamillerassocinc.com *Note: If signed by an ofticer of the Surety Company, there must be on file a certi�ed extract from the by-laws shawing that this person has authority to sign such obligatiou, If Surcty's physical address is diffsrent from its mailing address, both must be provided. The date of thc bond shall not be prior to tiie date the Contract is awarded, CITY OP FURT 1VOR7'H Waterand Sanitary 5ewer Replacement Contract 2019 WSM-G S7'ANDARD C�NSTRUCI']�N SPECIFICATTOI�f DOCUMENTS City Project k102303 Revised December 8, ?023 .MERCHANT_� BONDII�(G COMPANY„� POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of ihe State of lowa, d/b/a Merchants National Indemnity Company (i� California only) (herein colleciively called the "Companies") do hereby make, constituie and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written insiruments 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. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of MerchantsNational Bonding, 1nc., on October 16, 20'15. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Eact, a�d to authorize them to execute on behalf of the Company, and atiach ihe seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Cerlification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." in connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation, It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked uniess prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March , 2023 • .•'�p'( � � NA � ''•., . • ' '•.� : ;y;�oRPURq•.o Cti.? �'�•.2 % '_' 2003 0:`�; :;'�d'vi� . ��a�,: . .' p�N� , CO�yj• • A' ;�o.oRPo9 •.9' . • : C,1 �i�•,y,L i : �: � -o- o � : ' a'• 1933 : c : .y . . � 1+. . �y��. ,..\;�do. J � � � • . �� . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY By STATE OF IOWA '• {,} .• � President COUNTY OF DALLAS ss. ,f��"""��' +• � � � � � � • On this 20th day of March 2023 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President o( MERCHANTS 60NDtNG COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDfNG, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �'�'� K€m Lee o� � �� Commissan Mumher 702737 � �n � � �� . r l,1y Commissan Expres ,� April 14, 2()24 �z Notary Public (Expiration of notary's commission does not invalidate this instrurnent) I, William Wamer, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) arxi MERCHANTS NATfONAL BONDING, WC., do hereby certify that the above and foregoing is a true and correct copy of ihe POWER-0E-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. (n Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of , 2024. ��..��. �� ,........ �.• P��O Nql •.,, . ��NG ,Cp,� . ;�y GORPo�p'q �y: :�m��QP�9q�;.9ti�; `%✓ �// . �� : Z ' _ - o - o i � : � � ' � - o - '" ; �: �t%^�LCCl�'3-G% C%I'G��17 � ; v�: 2003 � r,j� � y' 1933 �� ' Secretary :, . J�, .� ; :,d�;•. .��,,•' •. �,W, , ..\;�d.,• ••,,�ti'''•�'•'�`�,,•• '•,,� �;" ,,• POA 0018 (10/22) �''�'••••'•••• •• � • • MERC�=1fANT�S � BONDING COMPANY.� MF.RCHANTS t30NDING COMPANY (MUTUAL.) • MF.RCHANTS NATIONAL. 130NDING, WC. P.O. Qox 14498 � DES MOW ES, IOWA 5030G-3498 �(800) G78-8171 •(515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 5030E-3498 (515)243-8171 (800) 678-8I7I Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) �� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 6/20/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subJect to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer riahts to the certificate holder in lieu of such endorsement(s1. PRODUCER K&S Rockwall 0104 2255 Ridge Rd, Ste 333 Rockwall TX 75087 INSURED William J. Schultz, Inc. dba Circle C Construction Company 500 W, Trammell Ave. Everman TX 76140 COVERAGES CERTIFICATE NUMBER:621691415 Kim Wright .,�• 972-771�071 Cr REVISION NUMBER: 972-771 16691 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR pOLICY EFF POLICY EXP LIMITS LTR POLICYNUMBER MMIDD/YYYY MM/DD/VYYY A X COMMERCIAL GENERAL LIABILIry CPP100051064 SI12/2023 8/12/2024 EACH OCCURRENCE � 1,000,000 CLAIMS•MADE � OCCUR DAMAGE TO RENTED PREMISES Ea occurrence S 100,000 MED EXP (Any one person) S 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY � jE � � LOC PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: � B AUTOMOBILE LIABILITY CA100051065 8/12I2023 SI12I2024 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY (Per person) S OWNED SCHEDULED BODILY INJURY (Per accident) S ...._._... AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE 5 �� ..__.....__ AUTOS ONLY .__..._... AUTOS ONLY Per accldent - � -- --��----...... _ E UMBREL�AUAB OCCUR TUU529266600 SI12I2023 8/12/2024 EACHOCCURRENCE 8 EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION $ S C WORKERS COMPENSAT�ON 0002051085 8/12I2023 8/12I2024 X PER OTH- AND EMPLOYERS' LIABILITY Y/ N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE � N� A E.L. EACH ACCIDENT $ 1,000,000 OFF�CER/MEMBEREXCLUDED7 ---- -�-- - -- (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 31,000,000 D Conlractors Equipment C7039964040 8/12I2023 8/12I2024 Leesed/Renled Equtp. $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 701, Addltional Remarks Schedule, may be attached if more space Is required) The General Liability and Auto Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The General Liability endorsement wording include both the insured's ongoing and completed operations. The General Liability and Auto Liability policies contain an endorsement with "Primary and Noncontributory" wording. The General Liability, Auto Liability and Workers' Compensation policies include a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. See Attached... CERTIFICATE HOLDER City of Fort Worth 200 Texas Street Fort Worth TX 76102 USA ACORD 25 (2016103) CANCELLATION SHOULD ANY OF THE A80VE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE !�y � / O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: WILLJSC-02 LOC #: ACO OR � �./ AGENCY K&S Rockwa110104 POLICY NUMBER CARRIER ADDITIONAL REMARKS SCHEDULE NAIC CODE NAMEDINSURED William J. Schultz, Inc. dba Circle C Construction Company 500 W. Trammell Ave, Everman TX 76140 EFFECTIVE DATE: The ACORD name and logo are registered marks of ACORD Page 1 of 1 ACORD 101 (2008I01) OO 2008 ACORD CORPORATION. All rights reserved. oo6izs-i CERTIFICATE OF INSURANCE Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 SECTION 00 61 25 CERTIFICATE OF INSURANCE [Assernbler: For Contract Doc�rnent execution, rernove this page and replace with standard ACORD Certificate of Insurance form.] END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 6 Article 2 – Preliminary Matters ......................................................................................................................... 7 2.01 Copies of Documents .................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 Starting the Work .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 – Contract Documents: Intent, Amending, Reuse ............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents ................................................................................................................... 10 3.06 Electronic Data............................................................................................................................ 11 Article 4 – Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... 11 4.01 Availability of Lands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions .......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions ............................................................................. 12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site .............................................................................. 14 Article 5 – Bonds and Insurance ..................................................................................................................... 16 5.01 Licensed Sureties and Insurers ................................................................................................... 16 5.02 Performance, Payment, and Maintenance Bonds....................................................................... 16 5.03 Certificates of Insurance ............................................................................................................. 16 5.04 Contractor’s Insurance ................................................................................................................ 18 5.05 Acceptance of Bonds and Insurance; Option to Replace........................................................... 19 Article 6 – Contractor’s Responsibilities ........................................................................................................ 19 6.01 Supervision and Superintendence............................................................................................... 19 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 6.02 Labor; Working Hours ................................................................................................................ 20 6.03 Services, Materials, and Equipment ........................................................................................... 20 6.04 Project Schedule.......................................................................................................................... 21 6.05 Substitutes and “Or-Equals” ....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others.................................................................... 24 6.07 Wage Rates.................................................................................................................................. 25 6.08 Patent Fees and Royalties ........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations ................................................................................................................. 27 6.11 Taxes ........................................................................................................................................... 28 6.12 Use of Site and Other Areas ....................................................................................................... 28 6.13 Record Documents...................................................................................................................... 29 6.14 Safety and Protection .................................................................................................................. 29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs ............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals.................................................................................................................................... 31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor’s General Warranty and Guarantee .......................................................................... 32 6.21 Indemnification ......................................................................................................................... 33 6.22 Delegation of Professional Design Services .............................................................................. 34 6.23 Right to Audit.............................................................................................................................. 34 6.24 Nondiscrimination....................................................................................................................... 35 Article 7 – Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site ................................................................................................................... 35 7.02 Coordination................................................................................................................................ 36 Article 8 – City’s Responsibilities................................................................................................................... 36 8.01 Communications to Contractor................................................................................................... 36 8.02 Furnish Data ................................................................................................................................ 36 8.03 Pay When Due ............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests................................................................................... 36 8.05 Change Orders............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals .............................................................................................. 36 8.07 Limitations on City’s Responsibilities ....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 – City’s Observation Status During Construction ........................................................................... 37 9.01 City’s Project Manager ……...................................................................................................... 37 9.02 Visits to Site ................................................................................................................................ 37 9.03 Authorized Variations in Work .................................................................................................. 38 9.04 Rejecting Defective Work .......................................................................................................... 38 9.05 Determinations for Work Performed .......................................................................................... 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 Article 10 – Changes in the Work; Claims; Extra Work ................................................................................ 38 10.01 Authorized Changes in the Work ............................................................................................... 38 10.02 Unauthorized Changes in the Work ........................................................................................... 39 10.03 Execution of Change Orders....................................................................................................... 39 10.04 Extra Work .................................................................................................................................. 39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process ............................................................................................................. 40 Article 11 – Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement...................... 41 11.01 Cost of the Work ......................................................................................................................... 41 11.02 Allowances .................................................................................................................................. 43 11.03 Unit Price Work .......................................................................................................................... 44 11.04 Plans Quantity Measurement ...................................................................................................... 45 Article 12 – Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price ............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays .......................................................................................................................................... 47 Article 13 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects ........................................................................................................................ 48 13.02 Access to Work ........................................................................................................................... 48 13.03 Tests and Inspections .................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................ 49 13.05 City May Stop the Work ............................................................................................................. 49 13.06 Correction or Removal of Defective Work ................................................................................ 50 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work ............................................................................................. 51 Article 14 – Payments to Contractor and Completion .................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments ...................................................................................................................... 52 14.03 Contractor’s Warranty of Title ................................................................................................... 54 14.04 Partial Utilization ........................................................................................................................ 55 14.05 Final Inspection ........................................................................................................................... 55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ........................................................................................................................ 57 Article 15 – Suspension of Work and Termination ........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause ................................................................................................... 58 15.03 City May Terminate For Convenience ....................................................................................... 60 Article 16 – Dispute Resolution ...................................................................................................................... 61 16.01 Methods and Procedures ............................................................................................................. 61 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 Article 17 – Miscellaneous .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival of Obligations ............................................................................................................... 63 17.05 Headings...................................................................................................................................... 63 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 1 of 63 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award – Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 2 of 63 12. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor—The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 3 of 63 24. Damage Claims – A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation – The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services – The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development – The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works – The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department – The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work – Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance – The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 4 of 63 37. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements—Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item – An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs—Polychlorinated biphenyls. 48. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans – See definition of Drawings. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 5 of 63 50. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 51. Project—The Work to be performed under the Contract Documents. 52. Project Manager—The authorized representative of the City who will be assigned to the Site. 53. Public Meeting – An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 59. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 6 of 63 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion – The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 7 of 63 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered,” “as directed” or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. D. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 – PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as “the Contractor shall,” “in conformity with,” “as shown,” or “as specified” are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading “Related Sections include but are not necessarily limited to:” and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor’s Review of Contract Documents Before Starting Work : Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor’s Review of Contract Documents During Performance of Work : If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City’s review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City’s written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City’s on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator. ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City’s judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City’s own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 16 of 63 ARTICLE 5 – BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as “Additional Insured” on all liability policies. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 17 of 63 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 5.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor’s Expense : Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City’s MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor’s responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller’s Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller’s Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 – OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 – CITY’S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City’s duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 37 of 63 8.07 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City’s responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City’s Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s Project Manager during construction are set forth in the Contract Documents. The City’s Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City’s Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Manager’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Manager’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 38 of 63 9.03 Authorized Variations in Work City’s Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City’s Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City’s written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 – CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 40 of 63 10.06 Contract Claims Process A. City’s Decision Required : All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor’s written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant’s last submittal (unless Contract allows additional time). C. City’s Action : City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City’s sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 41 of 63 D. City’s written action under Paragraph 10.06.C will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor’s costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under “Price and Payment Procedures” varies by more than 25% (or as stipulated under “Price and Payment Procedures” for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee: The Contractor’s additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor’s additional fee shall be 15 percent except for: 1) rental fees for Contractor’s own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor’s fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 48 of 63 ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City’s evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 13.09. ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City’s interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City’s processing of any payment requested in an Application for Payment will be based on City’s observations of the executed Work, and on City’s review of the Application for Payment and the accompanying data and schedules, that to the best of City’s knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor’s performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective (“Punch List Items”). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City’s acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor’s final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor’s persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City’s Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor’s repeated disregard of the authority of City; or 4. Contractor’s violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor’s failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor’s services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 – DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City’s action under Paragraph 10.06.C or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 – MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 CITY OF FORT WORTH STANDARD CONSTRU CTIO N SPECIF ICA TIO N DOCUMENTS Revision: 8/23/2021 00 72 00 - 1 GENERAL CONDITION S Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 None 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of January 19, 2024 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SG5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None [Obtain approval for the limits showvr for SC 5.04A thru 5.04D. fi^om City before finalizing Contract DocumentsJ SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GG5.04A. Statutory limits Employer's liability .$100, 000 each accident/occurrence $100,000 Disease - each employee $500, 000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised October 6, 2023 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: .$1, 000, 000 each occurrence �2, 000, 000 aggregate lim it The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liabiliry, under Paragraph GG5.04C. Contractor's Liability Insurance under Paragraph GG5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: .$250, 000 Bodily Injury per person / .$500, 000 Bodily Injury per accident / .$100, 000 Property Damage SG5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: None (2) Each Occurrence: None Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised October 6, 2023 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a locarion entirely separate from the grade separation or at-grade crossing, insurance coverage for this wark must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. Tn addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Heavy and Highway Construction Projects A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.gov/Proi ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.07 F., "Progress Payments" (nclude the fiollowing language, ifi allowing affiidavit to be submitted on completion of job, instead ofi with each pr-ogress payment: Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code on completion of the job. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised October 6, 2023 None 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised October 6, 2023 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 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 1. 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 1. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 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, Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 4. No additional contract time will be given for substitution. 5. 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 Cit opinion, acceptance will require substantial revision of the original design d. In the opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 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. 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 e. Other City representatives f. 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. k 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 l. 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. g water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 31 20 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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. representatives f. Others, as requested by the Project Representative 5. 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 f. 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 l. Pending changes and substitutions m. 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 SECTION 01 32 16.1 1 CONSTRUCTION SCHEDULE – BASELINE EXAMPLE2 PART 1 - GENERAL 3 The following is an example of a Contractor’s project schedule that illustrates the data and 4 expectation for schedule content depicting the baseline for the project. This version of the 5 schedule is referred to as a “baseline” schedule. This example is intended to provide 6 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 7 Specification 01 32 16 Construction Schedule for details and requirements regarding the 8 Contractor’s project schedule.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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 SECTION 01 32 16.2 1 CONSTRUCTION SCHEDULE – PROGRESS EXAMPLE2 PART 1 - GENERAL 3 The following is an example of a Contractor’s project schedule that illustrates the data and 4 expectation for schedule content depicting the progress for the project. This version of the 5 schedule is referred to as a “progress” schedule. This example is intended to provide 6 guidance for the Contractor when developing and submitting a progress schedule. See 7 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 8 the Contractor’s project schedule.9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16.3 – PROGRESS NARRATIVE Page 1 of 1 City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Revised August 13, 2021 Page 1 of 1 SECTION 01 32 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No : Contractor Schedule Contact: City Project Manager: A. List of activities changed in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 SECTION 01 32 16 1 CONSTRUCTION SCHEDULE 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General requirements for the preparation, submittal, updating, status reporting and 6 management of the Construction Progress Schedule 7 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 8 Document 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 D. Purpose 15 The City of Fort Worth (City) is committed to delivering quality, cost-effective 16 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 17 properly structured schedule with accurate updates. This supports effective monitoring 18 of progress and is input to critical decision making by the project manager throughout 19 the life of the project. Data from the updated project schedule is utilized in status 20 reporting to various levels of the City organization and the citizenry. 21 22 This Document complements the City's Standard Agreement to guide the construction 23 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 24 City in project delivery. The expectation is the performance of the work follows the 25 accepted schedule and adhere to the contractual timeline. 26 27 The Contractor will designate a qualified representative (Project Scheduler) responsible 28 for developing and updating the schedule and preparing status reporting as required by 29 the City. 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor’s invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 Each project is represented by City’s master project schedule that encompasses the 1 entire scope of activities envisioned by the City to properly deliver the work. When the 2 City contracts with a Contractor to perform construction of the Work, the Contractor 3 will develop and maintain a schedule for their scope of work in alignment with the 4 City’s standard schedule requirements as defined herein. The data and information of 5 each such schedule will be leveraged and become integral in the master project 6 schedule as deemed appropriate by the City’s Project Control Specialist and approved 7 by the City’s Project Manager. 8 9 1. Master Project Schedule 10 The master project schedule is a holistic representation of the scheduled activities 11 and milestones for the total project and be Critical Path Method (CPM) based. The 12 City’s Project Manager is accountable for oversight of the development and 13 maintaining a master project schedule for each project. When the City contracts for 14 the design and/or construction of the project, the master project schedule will 15 incorporate elements of the Design and Construction schedules as deemed 16 appropriate by the City’s Project Control Specialist. The assigned City Project 17 Control Specialist creates and maintains the master project schedule in P6 (City’s 18 scheduling software). 19 20 2. Construction Schedule 21 The Contractor is responsible for developing and maintaining a schedule for the 22 scope of the Contractor’s contractual requirements. The Contractor will issue an 23 initial schedule for review and acceptance by the City’s Project Control Specialist 24 and the City’s Project Manager as a baseline schedule for Contractor’s scope of 25 work. Contractor will issue current, accurate updates of their schedule (Progress 26 Schedule) to the City at the end of each month throughout the life of their work. 27 B. Schedule Tiers 28 The City has a portfolio of projects that vary widely in size, complexity and content 29 requiring different scheduling to effectively deliver each project. The City uses a 30 “tiered” approach to align the proper schedule with the criteria for each project. The 31 City's Project Manager determines the appropriate schedule tier for each project, and 32 includes that designation and the associated requirements in the Contractor’s scope of 33 work. The following is a summary of the “tiers”. 34 35 1. Tier 1: Small Size and Short Duration Project (design not required) 36 The City develops and maintains a Master Project Schedule for the project. No 37 schedule submittal is required from Contractor. City’s Project Control Specialist 38 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as-needed basis. 40 41 2. Tier 2: Small Size and Short to Medium Duration Project 42 The City develops and maintains a Master Project Schedule for the project. The 43 Contractor identifies “start” and “finish” milestone dates on key elements of their 44 work as agreed with the City’s Project Manager at the kickoff of their work effort. 45 The Contractor issues to the City, updates to the “start” and “finish” dates for such 46 milestones at the end of each month throughout the life of their work on the project. 47 48 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 49 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 The City develops and maintains a Master Project Schedule for the project. The 1 Contractor develops a Baseline Schedule and maintains the schedule of their 2 respective scope of work on the project at a level of detail (generally Level 3) and in 3 alignment with the WBS structure in Section 1.4.H as agreed by the Project 4 Manager. The Contractor issues to the City, updates of their respective schedule 5 (Progress Schedule) at the end of each month throughout the life of their work on the 6 project. 7 C. Schedule Types 8 Project delivery for the City utilizes two types of schedules as noted below. The City 9 develops and maintains a Master Project Schedule as a “baseline” schedule and issue 10 monthly updates to the City Project Manager (end of each month) as a “progress” 11 schedule. The Contractor prepares and submits each schedule type to fulfill their 12 contractual requirements.13 14 1. Baseline Schedule 15 The Contractor develops and submits to the City, an initial schedule for their scope 16 of work in alignment with this specification. Once reviewed and accepted by the 17 City, it becomes the “Baseline” schedule and is the basis against which all progress 18 is measured. The baseline schedule will be updated when there is a change or 19 addition to the scope of work impacting the duration of the work, and only after 20 receipt of a duly authorized change order issued by the City. In the event progress is 21 significantly behind schedule, the City’s Project Manager may authorize an update 22 to the baseline schedule to facilitate a more practical evaluation of progress. An 23 example of a Baseline Schedule is provided in Specification 01 32 16.1 24 Construction Project Schedule Baseline Example. 25 26 2. Progress Schedule 27 The Contractor updates their schedule at the end of each month to represent the 28 progress achieved in the work which includes any impact from authorized changes 29 in the work. The updated schedule must accurately reflect the current status of the 30 work at that point in time and is referred to as the “Progress Schedule”. The City’s 31 Project Manager and Project Control Specialist reviews and accepts each progress 32 schedule. In the event a progress schedule is deemed not acceptable, the 33 unacceptable issues are identified by the City within 5 working days and the 34 Contractor must provide an acceptable progress schedule within 5 working days 35 after receipt of non-acceptance notification. An example of a Progress Schedule is 36 provided in Specification 01 32 16.2 Construction Project Schedule Progress 37 Example. 38 D. City Standard Schedule requirements 39 The following is an overview of the methodology for developing and maintaining a 40 schedule for delivery of a project. 41 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1. Schedule Framework - The schedule will be based on the defined scope of work 1 and follow the (Critical Path Methodology) CPM method. The Contractor’s 2 schedule will align with the requirements of this specification and will be cost 3 loaded to reflect their plan for execution. Compliance with cost loading can be 4 provided with traditional cost loading of line items OR a projected cost per 5 month for the project when the initial schedule is submitted, updated on a 6 quarterly basis is significant change is anticipated. Overall schedule duration 7 will align with the contractual requirements for the respective scope of work and be 8 reflected in City’s Master Project Schedule. The Project Number and Name of the 9 Project is required on each schedule and must match the City’s project data. 10 11 E. Schedule File Name 12 All schedules submitted to the City for a project will have a file name that begins with 13 the City’s project number followed by the name of the project followed by baseline (if 14 a baseline schedule) or the year and month (if a progress schedule), as shown below. 15 16 Baseline Schedule File Name17 Format: City Project Number_Project Name_Baseline 18 Example: 101376_North Montgomery Street HMAC_Baseline 19 20 Progress Schedule File Name 21 Format: City Project Number_Project Name_YYYY-MM 22 Example: 101376_North Montgomery Street HMAC_2018_01 23 24 Project Schedule Progress Narrative File Name 25 Format: City Project Number_Project Name_PN_YYYY-MM 26 Example: 101376_North Montgomery Street HMAC_PN_2018_01 27 28 F. Schedule Templates 29 The Contractor will utilize the relevant sections from the City’s templates provided in 30 the City’s document management system as the basis for creating their respective 31 project schedule. Specifically, the Contractor’s schedule will align with the layout of 32 the Construction section. The templates are identified by type of project as noted 33 below. 34 Arterials 35 Aviation 36 Neighborhood Streets 37 Sidewalks (later) 38 Quiet Zones (later) 39 Street Lights (later) 40 Intersection Improvements (later) 41 Parks 42 Storm water 43 Street Maintenance 44 Traffic 45 Water 46 47 G. Schedule Calendar 48 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 The City’s standard calendar for schedule development purposes is based on a 5-day 1 workweek and accounts for the City’s nine standard holidays (New Years, Martin 2 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 3 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 4 part of the schedule development process and provide to the Project Control Specialist 5 as part of the basis for their schedule. Variations between the City’s calendar and the 6 Contractor’s calendar must be resolved prior to the City’s acceptance of their Baseline 7 project schedule. 8 9 H. WBS & Milestone Standards for Schedule Development 10 The scope of work to be accomplished by the Contractor is represented in the schedule 11 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 12 development of the schedule activities and shall be imbedded and depicted in the 13 schedule. 14 15 The following is a summary of the standards to be followed in preparing and 16 maintaining a schedule for project delivery. 17 18 1. Contractor is required to utilize the City’s WBS structure and respective 19 project type template for “Construction” as shown in Section 1.4.H below. 20 Additional activities may be added to Levels 1 - 4 to accommodate the needs 21 of the organization executing the work. Specifically, the Contractor will add 22 activities under WBS XXXXXX.80.83 “Construction Execution” that 23 delineates the activities associated with the various components of the work. 24 25 2. Contractor is required to adhere to the City’s Standard Milestones as shown 26 in Section 1.4.I below. Contractor will include additional milestones 27 representing intermediate deliverables as required to accurately reflect their 28 scope of work. 29 30 I. Schedule Activities 31 Activities are the discrete elements of work that make up the schedule. They will be 32 organized under the umbrella of the WBS. Activity descriptions should adequately 33 describe the activity, and in some cases the extent of the activity. All activities are 34 logically tied with a predecessor and a successor. The only exception to this rule is for 35 “project start” and “project finish” milestones. 36 37 The activity duration is based on the physical amount of work to be performed for the 38 stated activity, with a maximum duration of 20 working days OR a continuous activity 39 in one location. If the work for any one activity exceeds 20 days, break that activity 40 down incrementally to achieve this duration constraint. Any exception to this requires 41 review and acceptance by the City’s Project Control Specialist. 42 43 J. Change Orders 44 When a Change Order is issued by the City, the impact is incorporated into the 45 previously accepted baseline schedule as an update, to clearly show impact to the 46 project timeline. The Contractor submits this updated baseline schedule to the City for 47 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 review and acceptance as described in Section 1.5 below. Updated baseline schedules 1 adhere to the following: 2 3 1. Time extensions associated with approved contract modifications are limited to the 4 actual amount of time the project activities are anticipated to be delayed, unless 5 otherwise approved by the Program Manager.6 7 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 8 the date of receipt of the approved Change Order. 9 10 3. The changes in logic or durations approved by the City are used to analyze the impact 11 of the change and is included in the Change Order. The coding for a new activity(s) 12 added to the schedule for the Change Order includes the Change Order number in the 13 Activity ID. Use as many activities as needed to accurately show the work of the 14 Change Order. Revisions to the baseline schedule are not effective until accepted by 15 the City.16 K. City’s Work Breakdown Structure 17 18 WBS Code WBS Name 19 XXXXXX Project Name 20 XXXXXX.30 Design 21 XXXXXX.30.10 Design Contractor Agreement 22 XXXXXX.30.20 Conceptual Design (30%) 23 XXXXXX.30.30 Preliminary Design (60%) 24 XXXXXX.30.40 Final Design 25 XXXXXX.30.50 Environmental 26 XXXXXX.30.60 Permits 27 XXXXXX.30.60.10 Permits - Identification 28 XXXXXX.30.60.20 Permits - Review/Approve 29 XXXXXX.40 ROW & Easements 30 XXXXXX.40.10 ROW Negotiations 31 XXXXXX.40.20 Condemnation 32 XXXXXX.70 Utility Relocation 33 XXXXXX.70.10 Utility Relocation Co-ordination 34 XXXXXX.80 Construction 35 XXXXXX.80.81 Bid and Award 36 XXXXXX.80.83 Construction Execution 37 XXXXXX.80.85 Inspection 38 XXXXXX.80.86 Landscaping 39 XXXXXX.90 Closeout 40 XXXXXX.90.10 Construction Contract Close-out 41 XXXXXX.90.40 Design Contract Closure 42 L. City’s Standard Milestones 43 The following milestone activities (i.e., important events on a project that mark critical 44 points in time) are of particular interest to the City and must be reflected in the project 45 schedule for all phases of work. 46 47 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 Activity ID Activity Name 1 Design 2 3020 Award Design Agreement 3 3040 Issue Notice to Proceed - Design Engineer 4 3100 Design Kick-off Meeting5 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 6 Water & Sewer 7 3150 Peer Review Meeting/Design Review meeting (technical) 8 3160 Conduct Design Public Meeting #1 (required) 9 3170 Conceptual Design Complete 10 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 11 Parks, Storm Water, Water & Sewer 12 3250 Conduct Design Public Meeting #2 (required)13 3260 Preliminary Design Complete14 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 15 Water & Sewer 16 3330 Conduct Design Public Meeting #3 (if required) 17 3360 Final Design Complete 18 ROW & Easements 19 4000 Right of Way Start 20 4230 Right of Way Complete 21 Utility Relocation 22 7000 Utilities Start 23 7120 Utilities Cleared/Complete 24 Construction 25 Bid and Award 26 8110 Start Advertisement 27 8150 Conduct Bid Opening 28 8240 Award Construction Contract 29 Construction Execution 30 8330 Conduct Construction Public Meeting #4 Pre-Construction 31 8350 Construction Start 32 8370 Substantial Completion 33 8540 Construction Completion 34 9130 Notice of Completion/Green Sheet 35 9150 Construction Contract Closed 36 9420 Design Contract Closed 37 38 1.4 SUBMITTALS 39 A. Schedule Submittal & Review 40 The City’s Project Manager is responsible for reviews and acceptance of the Contractor’s 41 schedule. The City’s Project Control Specialist is responsible for ensuring alignment of 42 the Contractor’s baseline and progress schedules with the Master Project Schedule as 43 support to the City’s Project Manager. The City reviews and accepts or rejects the 44 schedule within ten workdays of Contractor’s submittal. 45 46 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1. Schedule Format 1 The Contractor will submit each schedule in two electronic forms, one in native file 2 format (.xer, .xml, .mpx) and the second in a pdf format, in the City’s document 3 management system in the location dedicated for this purpose and identified by the 4 Project Manager. In the event the Contractor does not use Primavera P6 or MS 5 Project for scheduling purposes, the schedule information must be submitted in .xls or 6 .xlsx format in compliance with the sample layout (See Specification 01 32 16.1 7 Construction Project Schedule Baseline Example), including activity predecessors, 8 successors and total float. 9 10 2. Initial & Baseline Schedule11 The Contractor will develop their schedule for their scope of work and submit their 12 initial schedule in electronic form (in the file formats noted above), in the City’s 13 document management system in the location dedicated for this purpose at least 5 14 working days prior to Pre Construction Meeting. 15 16 The City’s Project Manager and Project Control Specialist review this initial schedule 17 to determine alignment with the City’s Master Project Schedule, including format & 18 WBS structure. Following the City’s review, feedback is provided to the Contractor 19 for their use in finalizing their initial schedule and issuing (within five workdays) their 20 Baseline Schedule for final review and acceptance by the City. 21 22 3. Progress Schedule 23 The Contractor will update and issue their project schedule (Progress Schedule) by the 24 last day of each month throughout the life of their work on the project. The Progress 25 Schedule is submitted in electronic form as noted above, in the City’s document 26 management system in the location dedicated for this purpose. 27 28 The City’s Project Control team reviews each Progress Schedule for data and 29 information that support the assessment of the update to the schedule. In the event 30 data or information is missing or incomplete, the Project Controls Specialist 31 communicates directly with the Contractor’s scheduler for providing same. The 32 Contractor re-submits the corrected Progress Schedule within 5 workdays, following 33 the submittal process noted above. The City’s Project Manager and Project Control 34 Specialist review the Contractor’s progress schedule for acceptance and to monitor 35 performance and progress. 36 37 The following list of items are required to ensure proper status information is 38 contained in the Progress Schedule. 39 Baseline Start date 40 Baseline Finish Date 41 % Complete 42 Float 43 Activity Logic (dependencies) 44 Critical Path 45 Activities added or deleted 46 Expected Baseline Finish date 47 Variance to the Baseline Finish Date 48 49 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 B. Monthly Construction Status Report 1 The Contractor submits a written status report (referred to as a progress narrative) at the 2 monthly progress meeting (if monthly meetings are held) or at the end of each month to 3 accompany the Progress Schedule submittal, using the standard format provided in 4 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 5 of the Construction Project Schedule Progress Narrative should be concise and complete 6 to include only changes, delays, and anticipated problems. 7 8 C. Submittal Process 9 Schedules and Monthly Construction Status Reports are submitted in in the City’s 10 document management system in the location dedicated for this purpose. 11 Once the project has been completed and Final Acceptance has been issued by the 12 City, no further progress schedules or construction status reports are required from 13 the Contractor. 14 1. 15 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.6 CLOSEOUT SUBMITTALS [NOT USED] 17 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.8 QUALITY ASSURANCE 19 A. The person preparing and revising the construction Progress Schedule shall be 20 experienced in the preparation of schedules of similar complexity. 21 B. Schedule and supporting documents addressed in this Specification shall be prepared, 22 updated and revised to accurately reflect the performance of the construction. 23 C. Contractor is responsible for the quality of all submittals in this section meeting the 24 standard of care for the construction industry for similar projects. 25 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.10 FIELD [SITE] CONDITIONS [NOT USED] 27 1.11 WARRANTY [NOT USED] 28 1.12 ATTACHMENTS 29 Spec 01 32 16.1 Construction Project Schedule Baseline Example 30 Spec 01 32 16.2 Construction Project Schedule Progress Example 31 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 32 33 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 5 Revision Log DATE NAME SUMMARY OF CHANGE 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” 6 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - 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] 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] Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 1 SUBMITTALS Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SUBMITTALS A. Section Includes: 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 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. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 2 SUBMITTALS Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 1. 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: 03 30 00-08-B 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 ½ inches x 11 inches to 8 ½ 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 3 SUBMITTALS Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 4 SUBMITTALS Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 1. 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 1. 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) Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 5 SUBMITTALS Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 6 SUBMITTALS Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 7 SUBMITTALS Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 33 00 - 8 SUBMITTALS Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Use of Explosives, Drop Weight, Etc. e. Water Department Noti�cation f. Public Notification Prior to Beginning Construction g. Coordination with United States Army Corps of Engineers h. Coordination within Railroad permits areas i. Dust Control j. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1— General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 L2 PRICE AND PAYMENT PROCEDURES 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) Measurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Wark associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines � 3 � 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. Warning sign a. Provide sign of sufficient size meeting a11 OSHA requirements. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines Wark within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 2 3 4 5 6 7 8 L c. a) Maintain an accurate 1og of all such ca11s to power company and record action taken in each case. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines No personnel may work within 6 feet of a high voltage line before the above requirements have been met. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other coniined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 E. Water Department Coordination 23 1. During the construction of this project, it will be necessary to deactivate, for a 24 period of time, existing lines. The Contractor shall be required to coordinate with 25 the Water Department to determine the best times for deactivating and activating 26 those lines. 27 2. Coordinate any event that will require connecting to or the operation of an existing 28 City water line system with the City's representative. 29 a. Coordination shall be in accordance with Section 33 12 25. 30 b. If needed, obtain a hydrant water meter from the Water Department for use 31 during the life of named project. 32 c. In the event that a water valve on an existing live system be turned off and on 33 to accommodate the construction of the project is required, coordinate this 34 activity through the appropriate City representative. 35 1) Do not operate water line valves of existing water system. 36 a) Failure to comply will render the Contractor in violation of Texas Penal 37 Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractor 38 will be prosecuted to the full extent of the law. 39 b) In addition, the Contractor will assume all liabilities and 40 responsibilities as a result of these actions. 41 42 43 44 45 46 47 F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the proj ect, 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 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 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Proj ect 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 fl 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. G. Public Notification of Temporary Water Service Interruption during Construction L In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice ar flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer sha11 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. H. Coordination with United States Army Corps of Engineers (USACE) 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. 46 I. Coordination within Railroad Permit Areas CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 32 PART 2- PRODUCTS [NOT USED] 33 PART 3- EXECUTION [NOT USED� 34 35 END OF SECTION Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 DATE NAME 8/31/2012 D.Johnson 3/11/2022 M Owen SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. Safery, Subtitle A. Public Safery, 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 Specification requirements. Clarify need for poor Hangers under in addition to contractor norification of public. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 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 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: I 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 2 EXHIBIT B FORT WORTH� Date: noE no, xxxx Projeet t�ame: ri0?ICE OF ?EMP�RAI�Y WATEB SERVICE II�I?EI�RiIPT��I�I DUE TO UTILITY IMPROVEMENTS IN YOUR iVEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND . IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 4 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised March I 1, 2022 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic c. Coordination 1) Contact City 1 week before water for construction is desired Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 3 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 15 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 20 A.Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 26 A. Traffic Control 27 1. General 28 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 29 traffic. 30 b. When traffic control plans are included in the Drawings, provide Traffic 31 Control in accordance with Drawings and Section 34 71 13. 32 c. When traffic control plans are not included in the Drawings, prepare traffic 33 control plans in accordance with Section 34 71 13 and submit to City for 34 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. 36 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 2) A traffic control “Typical” published by City of Fort Worth, the Texas 1 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 2 of Transportation (TxDOT) can be used as an alternative to preparing 3 project/site specific traffic control plan if the typical is applicable to the 4 specific project/site. 5 B. Street Use Permit 6 1. Prior to installation of Traffic Control, a City Street Use Permit is required.7 a. To obtain Street Use Permit, submit Traffic Control Plans to City 8 Transportation and Public Works Department. 9 1) Allow a minimum of 5 working days for permit review. 10 2) It is the Contractor’s responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 C. Modification to Approved Traffic Control 13 1. Prior to installation traffic control: 14 a. Submit revised traffic control plans to City Department Transportation and 15 Public Works Department. 16 1) Revise Traffic Control plans in accordance with Section 34 71 13. 17 2) Allow minimum 5 working days for review of revised Traffic Control. 18 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 19 plans for Street Use Permit, such that construction is not delayed. 20 D. Removal of Street Sign 21 1. If it is determined that a street sign must be removed for construction, then contact 22 City Transportation and Public Works Department, Signs and Markings Division to 23 remove the sign. 24 E. Temporary Signage 25 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 26 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 27 Devices (MUTCD). 28 2. Install temporary sign before the removal of permanent sign. 29 3. When construction is complete, to the extent that the permanent sign can be 30 reinstalled, contact the City Transportation and Public Works Department, Signs 31 and Markings Division, to reinstall the permanent sign. 32 F. Traffic Control Standards 33 1. Traffic Control Standards can be found on the City’s website. 34 35 A. Submit all required documentation to City’s Project Representative. 36 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1 2 3 4 5 6 7 8 9 10 11 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control “Typicals” if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit 12 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - 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 31 25 00 Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 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 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 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 31 25 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY 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 Details for project signs. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Materials 1. Sign a. Constructed of ¾-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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 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 : https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. 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 1. The City reserves the right to not allow products to be used for certain projects even D. products from that manufacturer are approved for use, including but not limited to, that E. 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] Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 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 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 C. Storage Requirements 1. 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 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 epresentative. 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. 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 . 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 Project Representative. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 oi �o 00 - i MOBILIZATION AND REMOBILIZATION Page 1 of 4 2 3 PART1- GENERAL SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION 4 1.1 SUMMARY 5 A. Section Includes: 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 L 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 Wark. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised November 22, 2016 oi �o 00 - z MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1) Mobilization sha11 consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Wark Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 L2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 L Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 36 37 38 39 40 41 42 43 44 45 46 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 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 d. No payments will be made for standby, idle time, or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This sha11 be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" wi11 be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 11.A.3.a.2) d. No payments will be made for standby, idle time, or lost profts associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Wark performed and materials furnished in accordance with this Item and measured as provided under "Measurement" wi11 be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A3.a.2) d. No payments will be made for standby, idle time, or lost profts associated this Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 l.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 0 END OF SECTION 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 specificarion flexible for either subsidiary or paid bid item for Mobilization. 0 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised November 22, 2016 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS RED POTABLE WATER BLUE GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER PURPLE III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2” or greater diameter) 18” long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for ‘Zoning Maps’. Under ‘Layers’ , expand ‘Basemap Layers’, and check on ‘Benchmarks’. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25’ or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, ‘X’ in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked ‘control point’ or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. – If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City’s preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System:NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_Conformal_Conic False_Easting: 1968500.00000000 False_Northing: 6561666.66666667 Central_Meridian: -98.50000000 Standard_Parallel_1: 32.13333333 Standard_Parallel_2: 33.96666667 Latitude_Of_Origin: 31.66666667 Linear Unit: Foot_US Geographic Coordinate System: GCS_North_American_1983 Datum: D_North_American_1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format .txt .csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 File 2: C1234_As-built of Water on Main Street_Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 A. Centerline Staking – Straight Line Tangents I. Offset lath/stakes every 200’ on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12” diameter pipes or smaller IV. Grade to flow line (F/L) for 16” and larger diameter pipes V. Grade should be 3.50’ below the proposed top of curb line for 10” and smaller diameter pipes VI. Grade should be 4.00’ below the proposed top of curb line for 12” and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Same grading guidelines as above III. Staking of radius points of greater than 100’ may be omitted C. Water Meter Boxes I. 7.0’ perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0’ behind the proposed face of curb III. Meter should be staked a minimum of 4.5’ away from the edge of a driveway IV. Grade is to top of box and should be +0.06’ higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0’ behind proposed face of curb II. Survey offset stake should be 7.0’ from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 22 VI. Sanitary Sewer Staking O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 A. Centerline Staking – Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400’ or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 Example Sanitary Sewer Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking – Straight Line Tangents I. 1 offset stake every 200’ on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10’ Inlet = 16.00’ total length III. Recessed 10’ Inlet = 20.00’ total length IV. Standard double 10’ inlet = 26.67’ total length V. Recessed double 10’ inlet = 30.67’ total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 Example Storm Inlet Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 VIII. Curb and Gutter Staking A. Centerline Staking – Straight Line Tangents V. 1 offset stake every 50’ on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves III. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval IV. Staking of radius points of greater than 100’ may be omitted O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 Example Curb & Gutter Stakes Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City’s GIS data and must be in the proper format when submitted. See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write “NOT FOUND” to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this 2) 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 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 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 - Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 2) tial 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. 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 website) 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 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. Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. - (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] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. at least one week in advance notifying the City of when Construction Staking is scheduled. b. construction activities are not delayed or negatively impacted. 3. 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. 3. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 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 as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. 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 250 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 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater Not Applicable Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 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) Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 c. 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: 1. 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 .0.1ft 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. 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 f or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. 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. 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. 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 3rd 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added 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. 2/14/2018 M Owen tions for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as- ; and revised acceptable digital survey file format Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 74 23 - 1 CLEANING Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 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 1 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 74 23 - 2 CLEANING Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 74 23 - 3 CLEANING Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 74 23 - 4 CLEANING Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1 CLOSEOUT REQUIREMENTS 2 3 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 16 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City.24 25 A. Submit all required documentation to City’s Project Representative. 26 27 28 29 30 31 32 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1 2 3 4 5 A. Prior to requesting Final Inspection, submit: 6 1. Project Record Documents in accordance with Section 01 78 39 7 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 8 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 9 01 74 23. 10 C. Final Inspection11 1. After final cleaning, provide notice to the City Project Representative that the Work 12 is completed. 13 a. The City will make an initial Final Inspection with the Contractor present. 14 b. Upon completion of this inspection, the City will notify the Contractor, in 15 writing within 10 business days, of any particulars in which this inspection 16 reveals that the Work is defective or incomplete. 17 2. Upon receiving written notice from the City, immediately undertake the Work 18 required to remedy deficiencies and complete the Work to the satisfaction of the 19 City. 20 3. The Right-of-way shall be cleared of all construction materials, barricades, and 21 temporary signage. 22 4. Upon completion of Work associated with the items listed in the City's written 23 notice, inform the City that the required Work has been completed. Upon receipt of 24 this notice, the City, in the presence of the Contractor, will make a subsequent Final 25 Inspection of the project. 26 5. Provide all special accessories required to place each item of equipment in full 27 operation. These special accessory items include, but are not limited to: 28 a. Specified spare parts 29 b. Adequate oil and grease as required for the first lubrication of the equipment 30 c. Initial fill up of all chemical tanks and fuel tanks 31 d. Light bulbs 32 e. Fuses 33 f. Vault keys 34 g. Handwheels 35 h. Other expendable items as required for initial start-up and operation of all 36 equipment 37 D. Notice of Project Completion 38 1. Once the City Project Representative finds the Work subsequent to Final Inspection 39 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 40 E. Supporting Documentation 41 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1. Coordinate with the City Project Representative to complete the following 1 additional forms:2 a. Final Payment Request3 b. Statement of Contract Time 4 c. Affidavit of Payment and Release of Liens 5 d. Consent of Surety to Final Payment 6 e. Pipe Report (if required) 7 f. Contractor’s Evaluation of City 8 g. Performance Evaluation of Contractor 9 F. Letter of Final Acceptance 10 1. Upon review and acceptance of Notice of Project Completion and Supporting 11 Documentation, in accordance with General Conditions, City will issue Letter of 12 Final Acceptance and release the Final Payment Request for payment. 13 14 15 16 17 18 19 20 21 22 23 24 25 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” 26 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - 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 01 33 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 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 1. 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. 2. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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. 2. 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 3. 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. 2. 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 f. 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 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 . 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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] 1.12 WARRANTY [NOT USED] 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". Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. 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. Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 Water and Sanitary Sewer Replacement Contract 2019 WSM-G City Project #102303 99 99 00 - 1 NON-STANDARD BID ITEMS Page 1 of 2 1 SECTION 99 99 00 2 NON-STANDARD BID ITEMS 4 9999.0001 6" HMAC Driveway 5 Bid item shall be to furnish and install 6" thick asphalt driveways that are damaged by the 6 construction or as directed by the Owner's Project Representative. 8 The Asphalt Driveways that are repaired under this bid item shall be full compensation to replace 9 the damaged driveways and shall be paid on a square foot basis for a 6-inch (6") thickness, 10 complete in place. 11 12 9999.0002 TxDOT Concrete Pavement per TxDOT Specification Item 429 13 Bid item shall be to furnish and install concrete pavement within TxDOT's Right-of-Way that is 14 called out in the plans to be removed & replaced by the construction that complies with TXDOT 15 Item 429 for Concrete Structure Repair. 16 17 The concrete pavement that is repaired under this bid item shall be full compensation to replace 18 the damaged concrete and shall be paid on a square foot basis complete in place. 19 20 9999.0003 Water Construction Allowance 21 Bid item shall consist of miscellaneous construction adjustments and other non-subsidiary items 22 requested for construction by the City of Fort Worth at the direction of the Project Engineer for 23 the water portion of the project. Water Construction A1lowance to be paid per lump sum. For 24 items not covered in the given bid items, Contractor shall submit to the City Project Manager a 25 Lump Sum cost accompanied by a breakdown of labor and materials. Upon approval of the 26 Lump Sum cost, Contractor shall submit for authorization on the Change Order Request Form via 27 E-Builder. Upon approval of the Change Order Request Form, Contractor shall submit for 28 payment on the invoice via the Water Construction Allowance. 29 30 9999.0004 8" Drop Connection 31 Bid item shall cover the 8" Drop Connections connecting into existing sanitary sewer manholes 32 detailed in Sections 33 39 10 and 33 39 20 to be installed via directional drilling to core the 33 manhole. 8" Drop Connection is to be paid per each. 34 35 9999.0005 Clean & Epoxy Manhole Liner for Existing Manhole 36 Bid item shall cover cleaning and coating the existing sanitary sewer manhole as detailed in 37 Sections 33 39 60. Clean & Epoxy Manhole Liner for Existing Manhole to be paid per vertical 38 foot. 39 40 9999.0006 Furnish, Install, Maintain, & Remove TxDOT Concrete Safety Barrrier (F- 41 Shape) Pinned Placement with Concrete Damage repair from Pinned Placement per 42 TxDOT 512-6089, 512-6090, 512-6091, & 429 43 Bid item shall be to furnish, install, maintain, and remove upon completion concrete safety 44 barriers complying with TxDOT safety standards, specifications, and details per TxDOT Items 45 512-6089, 512-6090, 512-6091, and 429. 46 47 The concrete traffic safety barriers called out by this bid item shall be for full compensation to 48 furnish, install, maintain (including moving when necessary), and remove and shall be paid per 49 lump sum complete in place following TxDOT's acceptance of concrete pavement damage repair. Water and Sanitary Sewer Replacement Contract 2019 WSM-G Ciry Project #102303 999900-2 NON-STANDARD BID ITEMS Page 2 of 2 50 51 9999.0007 Sanitary Sewer Construction Allowance 52 Bid item shall consist of miscellaneous construction adjustments and other non-subsidiary items 53 requested for construction by the City of Fort Worth at the direction of the Project Engineer for 54 the sanitary sewer portion of the project. Sanitary Sewer Construction A1lowance to be paid per 55 lump sum. For items not covered in the given bid items, Contractor shall submit to the City 56 Project Manager a Lump Sum cost accompanied by a breakdown of labor and materials. Upon 57 approval of the Lump Sum cost, Contractor shall submit for authorization on the Change Order 58 Request Form via E-Builder. Upon approval of the Change Order Request Form, Contractor shall 59 submit for payment on the invoice via the Sanitary Sewer Construction Allowance. .1 END OF SECTION Water and Sanitary Sewer Replacement Contract 2019 WSM-G Ciry Project #102303 None GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 D223020671 02/08/2023 05:13 PM Page: 1 of 6 Fee: $39.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTlAL1TYRIGHTS: 1F YOU ARE A NATURAL PERSON, YOU MAYREMOVE OR STRIKE ANY OR AL.L. OF THE FOLLOWING 7NFORMATIOlV FROM THlS INSTRUMENT BEFORE IT IS FIL.ED FOR RECORD IIV THE PUBLIC RECORDS: YOUR SOGIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 1023Q3 Water & Sanitary Sewer Contract 2019 WSM-G �� t �. � "� ("� � � ��" ��E a�� $e;� Parcel No. T PW�E ` a ��° ` � � " '' ; 7820 Jacksbaro Highway ` �` .�' �=�1 �� `��-�G1j �r,`�� '� R.s.. 3 :..,:r....,-... �..--.�w�....,..a>. Fort Worth, Tarrant County, Texas Jacob Wilcox Survey, Abstract No. 1716 Tract 2B STATE OF 7�XAS COUNTY O�' 7ARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH WAT�R FACII�ITY EASEMENT DATE: Dec 12, 2022 GRANTOR: CHAU V. HOANG GRANTOR'S MAILING ADDRESS: 7820 JACKSBORO HIGHWAY FORT WORTH, TARRANT COUNTY, TX 7G'I36 GRANTEE: CiTY O�''FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 20� TEXAS STREE�T FORT W�RTH, TARRANT CflUNTY, TX 76102 CONSIDERATION: Ten Dallars ($1(l_00} and o#her �ood and valuable consideration, #he receipt and sufficiency of which is hereby acknowledged. EASEMENT PROP�RTY: B�ING a tracf af iand more particularly described in the attached Exhibit A and Exhib'st B. Grantor, for the Consideration paid to Grantar, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpeival easemeni fior #he construction, aperation, maintenance, replacement, upgrade, inspectic�n and repair of a Permanent Water Main Facifity, hereafter referred to as "�acility." The Faci[ity includes al[ incidenial underground and abo�egroUnd afifiachments, equiprrtent and appurtenances, incEuding, but not iimited to WATER FACILITY EAS�MENT Rev. 24220109 FaKrWoezH, D223020671 Page 2 of 6 mani�ofes, manhole vents, [ateral line connecfions, vaEves, pipefines, water meters, and junction boxes in, upon, under and acrass a portion of the Fasement Property, more fully described in Exi�ibit A and Exhibit B attached hereto and incorporated herein for aEl pertinent purposes, together with the right and pri�ilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspect�ng and repairing said Faciiity. In no event shal[ Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted f�ereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, mor�ument sign, pole sign, biilboard, brick or masonry fences or walls or other structures thaf require a building permit. However, Grantor shafl be permitted to instali and maintair� a concrete, asphalt or grave[ driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restare the surface of fhe Easement Property at Grantee's sole cost and expense, including the resioration of any sidewa{ics, driveways, or simi]ar surtace improvements located upon or adjacent to the Easement Property which may have been removeci, relocated, altered, damaged, or destroyed as a result of the Grantee`s use of the Easement Property granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigatian systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter � of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10�h anniversary of tf�e date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this pr�perty interest was acquired through eminent domain, and the repurchase price wili be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or ofher authorization of the Grantor. Grantee �s fully entitled to rely on this warranty and representation in a�cepting this permanent easement. TO HAVE AND TO HOL.D the above-describeti permanent easement, together with, all and singular, tf�e rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Granior does hereby bind itself, its heirs, successors and assigns, to warrant and forever de#end, aEl and singular, the said easernent unto Grantee, its successors and assigns, against every person whomsoever lawfully cfaiming or to ciaim the same or any part thereof. This document may be executed in multigfe counterparts, each of which will be deemed an original, but which together will consiitute one instrument. When the context requires, singular nauns and pronouns include the p1�raE. jStGNATURES APPEAR QN THE FOL�L�OWING PACy�] WATER FACILITY EASEMENT Rev. 2022Q1 v 9 FaR_„�r�Wo�rh. D223020671 GRANTOR: Chau V. Hoang Page 3 of 6 By: (Print Name) � ,�� {Title} �rv�.s� ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT c BEFORE ME, the undersigned authority, a Natary Puf�Eic in and for the State of Texas, on this day personaEly appeared Chau V. Hoanq, awner of 7 Q�� 0 3'�dcsbs.H'",i(cnown ta me to be the same person whose n�me is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Chau V. Hoanq and that they executed the same as the act of said Chau V. Hoanp for the purposes and considerat[on therein expressed and in the capacity tf�erein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date af �2� ts�,��..,. ARV ppA o�cKsoN ROB�� o'` {. Notary Pubiio-State otTexas r � * TairaM Camty �'.�� ,�� Notary ID #13390542-5 '�a�' C4rrimisslol► E�. AUG.12, 2Q�6 WAiER FAC3LITY EASEMENT Rev. 202201 D9 Not Public, Sta e af Texas Name {printed): Notary's commission expires: FORT WOItTH. D223020671 ACCEPTED BY: ACKNOWLEDGEMENT STATE O� TEXAS COUNTY OF TARRANT Page 4 of 6 GRANTEE: City of For� Worth By (Signature�; oanaBur�C� da� Dec12z20 1A:56C57 (Print Name) Dana Burghdoff (T[tie} Assistant City Manager APPRflVED AS TO FORM AND LEGALITY By (Signature}: .�� .�y�� {Print Name) Matt Murray {Titl�} Assistant Gity Attorney . � BEF�RE ME, the undersign�d authority, a Notary Public in and far the State oi Texas, an th[s day personally app�ared pana Burghdoff > Assistan{CityManager o#the City of Fort Worth, a Texas home rule municipal corporation, known to me ta be the same person whose name is subscribed to the foregoing instrument, and acEcnowledged to me that the same was the act af the City ofi Fort Worth and that they executed the same as the act a# the City of Fflrt Worth #or the purposes and cansideration therein expressed and in the capacity therein stated. GIV�N UNDER MY HAND AND SEAL OF OFF[CE th�s date of dec 12, 2022 [SEAL] 2,�p,RY ��e`n SELEI�A ALA p Notary Pubfic * �[� * STATE OF TEXAS y��v y Notary 1,b. 132422528 'Fo�� My Cornm. Exp. Mar. 31, 2024 WAT�R FACILI7Y EASEME�iT Rev.20220109 �� Se3ena Ala {Oei 12, 202215:32 CST� Notary Public, State of Texas Name {printed): Notary's �ommission expires: FORS�WOR,TH. 8 D223020671 Page 5 of 6 EXHIBIT "A" PARC�L 1 PERMANEl�T WATER EASEMENT CiTY OF FORT WORTH, TARRANT COUNTY, TEXAS BE[NG a 0.0278 acre tract of land located in the Jacob Wilcox Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said 0.0278 acre tract of land being a portion of a called 1.709 acre tract of land conveyed to CHAIi V. HOANG, by deed thereof filed for record in Tarrant County Clerk`s Instrument No. D217059871, Official Public Records, Tarrant County, Texas (a.P.R.T.C.T.), said 0.0278 acre tract of land being a Permanent Water Easement and being more particular[y described by metes and bounds as follows: BEG1NNfIVG at a 1/2 inch iron rod found (Controfling Monument) at the southeast property corner of the said 1.7Q9 acre tract, same being the southwest property corner of that certain tract af land conveyed to Joe Rider Propane, LLC, by deed thereof filed for record in Tarrant County Clerk's lnstrument No. Dz19t}96347, O.P.R.T.C.T., and being on the narth right-af-way line of State Highw�y IVo. 199 (being a variable width pub(ic right-of-way also known as Jacksboro Highway), said beginning point also having a NAp83 Texas North Centra[ Zone (420z) grid caordinate Qf N: b,983,076.87 and E: 2,287,Z68.�6; THENCE Sauth 79°13'01" West, along the southeast property line af the said 1.709 acre tract and a[ong the said right-of-way line, a distance of 122.38 feet to a Texas Department of Transportation brass monument found (Cantrolling Monument} at the south property corner of the said 1.709 acre tract, same being at an angle point in the said right-of-way line; THENCE North 80"56'37" West, alang a southwest property line af the said 1.709 acre tract and continuing along the said right-of-way ]ine, a distance of 9.68 feet to a point for corner frflm which a 3/4 inch iron rod found (Controliing Monument) at the southwest property corner of the said 1.709 acre tract bears North 80'�6'37" West, a distance of 252.22 feet; TH�NCE North 74'05'SS" East, departing the said property line and the said right-of-way line, over and across the said 1.709 acre tract, a distance of 134.80 feet to the east property [ine of the said 1.709 acre tract, same being a west property iine of the aforesaid !oe Rider Propane tract; THENCE South 00'30'D1" East, along the said property lines, a distance of 15.56 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0278 acres {1,212 square feet) of [and, more or ]ess. The bearings recited herein above are based on a local coordinate system based on fVAD83 Texas North Centra] Zone 4202, derived from GPS RTK observations using the North Texas VRS Network (rnaintained by A[Iterra Central, Inc.) 1 Eric S. Spooner, a Registered Professional Land Surveyor in the State of TexaS, da hereby state that the foregoing description accurately sets out the metes and bounds description af the easement iract described herein. ,e�� i2-20-21 r E aF T � / �P'�� ti s reR� Ff � `� � * � �� / � < ER1C S. SPOONER > !��5922 '/ �,°FFs ��/ -�d, • �r � �� Eric S. Spooner, RPLS Spooner & Associafes, Inc. Texas Registration No. 592z TBPLS Firrn No. 10054900 PARCEL 1� HOANG � EXHIBIT "A" � PAGE l OF 2 Spooner & Associates, Inc., 309 Byers Street, Suite i00, Eutess, Texas 76D39 - PT-T. 877-685-8448 - espooner@spoonersurveyors.com - S&A 20047 D223020671 .nara.r oF ExxrsrT ��B �� SEEATTACHED METES & BOUNOS DESCRIPTlON ON PAGE f HERElN - � � N ��ti �u q �ovi� okv� w 00 0 ? U` � 3/4" IRF ��y� - J/�^��`�w/�°�p�� 9�4(�� R.O.W. 0 25' S0' GRAPHlC SCALE IN FEET 1"=5P' N80°56�5z.22' S�N R�HI ohrW eccNO' zyg A.KA. JAC/�SgORO N1GHWq}.w ) PERMANFNT WATER EASEMENT 0.0278 ACRES (9,212 SQ. FT.} PERMANENT WATER EASEMENT WA�'ER & SANITARY' SEWER REPLACEMENT CONTRACT ZOl9 WSM � G, CITY OF FORT WORTH, TARRAN'T COUNTY, TEXAS PRQPERTY: CHAU V. HOANG 02f70S9877 PROPERTYACREAGE 7.709 ACRES (DEEU} 2QU47 PARCEL 7- HOANG PERM ESMi.Awg ARAWN BY: C. REFAER�CNECKED BY: E. SPOOtJSR PROPERTY OWNER CIFYOF FOR7 WORTH VOL. 445, PG. 27. Q.R.T.C.T. CALLED: 9.7�3 ACRES CHAU V. HOAN� T.C.C.I. Nfl. D217059871, O.P.R.CI.C.T_ Page 6 of 6 E �� g9� r � N7Qo-�-B'�� W ..122.38� S7g°13�p1.. L 4" FxDOF BRASS M�N. FND. (CM) � LINE TASLE NO. DJRECTION DlST. L1 N80°56'37"W 9.68' �z soa^so°o�°e �s.ss� w z � pWNER JOE RIUER PROPANE, LLC T.C.C.1. NO. D279096347, O.P.R.7.C.7. 2 -��. n•0 W_ � � � POIN7 OF BEGINN1N,rs 1!2" IRF (CM) N: 6,983,076.87 E: 2,287,268.26 (NAp83 - GRiD) Poo�ER& �o ARECISTFP�ID��V£VOOs . 3098YERS STREET, SU1TE 700, EULESS, TEXAS 76039 {817) 68rr8448 VWVW.SPOQNERSURVEYORS.COM TBPLS FIRM NO. 180549qQ PAR. 1 � HOANG � EXH "B° - PG. 2 OF,2 ��' �z-Za-2� r � �F T � / Pt ��srER F�.. � � y �� * �� N � � � ERfC S. SPOONER � �� ;�¢ 5922 ' y °�ES o�r �'�'�'O � � D223013577 01/26/2023 08:01 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF COIVFIDENTIALITYRlGHTS: IF YQUAREA NA7URAL PERSOlV, YOU MAYREMOVE OR STRIKE ANY OR ALL OF THE FQLtQWING INFORMATlON FROM THIS lNSTRUMENT BEF�RE IT IS FILED FOR RECORD JN FNE PUBUC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRlVER'S LlCEN3E NUMBER, CPN 1p23U3 Water � Sanitary Sewer Contract 2019 WSM-G Parcel No. 2 PWFE 7816 Jackshoro Highway Fort Worth, Tarrant County, Texas � %��. ., �' �� :`,'�'k ?��;��` JACOB WlLCOX SUF�V�Y Abstract 1716 Tract 2C ;�` 4 , ' �';'• J' � �� 'c � �;li _) �� . � S� STATE OF TEXAS COUNTY �F' 7ARRAHIT § § KN�W ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH WATER FACILNTY EASEMENT DATE: �e �T �� GRANTOR: JOE RIDER PROPANE, L,L.C. GRANTOR'S MAlL[NG ADDRESS: 7808 JACKSBORO H[GHWAY FORT W�RTH, TARRANT COUNTY, TX 76'[35 GRANT�E: CETY OF FORT WORTH . GRANTEE'S MAIRING ADDRESS (including County): 2D0 TEXAS STREET FOl�T WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($1Q.00) and other good and �a[uable cansideration, the receipt and sufficiency af which is hereby acknowledged. EASEMENT PROP�RTY: BEiNG a tract of Iand more particufarly described in tE�e attached Exhibit A and Exhibit B. Grantor, for #he Consideration paid to Grantar, hereby grants, selis, and conveys #o Grantee, its successars and assigns, an exclusi�e, perpetual easement for the construc#ion, aperation, main#enance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facility." The Facility includes al] incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, rrtanhole venis, latera! line connections, valves, pipelines, wa#er meters, and WAT�R FAC1LiTY EASEMENT Rev. 20220109 Foe�. D223013577 Page 2 of 7 junction boxes in, upon, under and across a portion af the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and aEl times to enter the �asement Praperty, or any part thereof, for the purpose of constructing, operating, ma[ntaining, repfacing, upgrading, inspecting and repairing said Facility. In no event sha[I Grantor ([) use th� Easement Praper#y in any manner which interFeres in any materia! way or is inconsistent with the rights granted hereunder, or (II} erect or permit to be erected with[n the Easement Praperty a permanent structur� or building, including, but not [imited to, rrtonument sign, pole sign, billboard, br[ck or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to insta[I and maintain a concrete, asphait or gravel driveway, road or parking 1ot across the Easement Property. Grantee shafl be obligated to restore the surface of the Easement Property at Grantee"s sole cost and expense, inc[uding the restoration of any sidewalEcs, driveways, or similar surFace improvements lacated upan or adjacent ta the �asement Property which may have been remaved, relocated, altered, damaged, or destroyed as a resu[t of the Grantee`s use of the'Easement Property granted hereunder. Provided, however, that Grantee shalf not be obligated to restore or repface irrigatian systems or other irrzprovements installed in violation of the pro�isions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor ar the Grantor's heirs, successors, or assigns may be entitled before the 10t� anniversary of the date of this acquisation to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price wi![ be the price the Crantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the [egal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by pra�er order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to re[y on this warranty and representation in accepting this permanent easement. TO HAVE AN� TO HOLD the above-described pertnanent easement, together with, all and singufar, the rights and appurtenances thereto in anyway belonging unta Grantee, its successors and assigns, forever; and Grantar does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easemenf unto Grantee, its successors and assigns, against every person whomsoever lawtully claiming or to claim the same ar any par� thereof. This dac�tment may be executed in multiple counterparts, each of which wilf be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the piural. CSIGNATURES APPEAR ON THE FOLLOWING PAGE� WATER FACILiTY EASEMENT Rev. 20220'f 09 Fo�T�WoxrH. D223013577 GRANTOR: Joe Rider Propane, L.L.G. A Texas Limi#ed Liability Company Page 3 of 7 . �-^- �y, e (Print Name) Cody W. Savaqe (Title) Reqistered Aqent, Joe Rider Propane. L.L.0 ACKNOWLEDGEMENT STATE O� TEXAS COUNTY OF TARRANT � BEFORE ME, the undersigned authority, a Notary I'ub[ic in and for the State of Texas, on this day personally appeared Cady W. Savaqe, Registered Agent of Jae Rider Propanet L.L.C., known to me #o be the same person whc�se name is subscribed to the foregoing instrument, and acknowledged to me that tf�e same was the act of Joe Rider Propane, L.L.C. and that they executed the same as the act of said Joe Rider Propane L.L.C. for the purposes and consideration therein expressed and in the capacity therein stated. G[VEN UNDER MY HAND AND SEAL OF OFFECE this date af 23 a�zz [SEAL] DIGKSON ROdlN �'�� p``, Not.�ry Pub}ic..State o� Tex�s �r * Ta�rar� Couniy �, l�V +r Notary 4� #13390542•5 ��bF'�`' (iC1�ifi�5Si0�1 E]f�•��:' 1�� WATER FACILI7Y �ASEMENT Rev. 2Q220109 Na ub i, tate of exas Name �printed): Notary's commission expires: �OR'f WORTH. D223013577 ACCEPTED SY: STA�"E OF T�XAS COUNTY OF TARRANT GRANT�E: Gity af Fort Worth Page 4 of 7 a��u� 13u��r.u�o!!� By(Signature): oa�na�.wao�,<�e�a.,a.a��: _o„ (Print Name} dana Burghdoff (Title} Assisiant City Manager APPROV�D AS TO FORM AND LEGALlTY 8y (5ignaiure): '�� ` (Print Name) Matt Murray (Title) Assistani City Attorney ACKNOWL�DGEMEI3T . BEFOR� ME, the undersigned aufihori� a Noiary Public in and for the State of Texas, on this day personally appear�d ana Burghdoff , Assistant Ciry Manager 0� tf1L Clty Of FOft WOftf1, a Texas home rufe municipal corporation, known to me to be the same person whase name is subscribed to the foregaing instrument, and acknowledged ta me that the same was the acf af the City ot For� Wo�ih and that they executed the same as the act af the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UIJDER MY HAND AND SEAL OF OFFlCE this date of Nov 4, 2022 [��L� S e I e n a AI a°�9�taiiy signed by Selena Ala Date: 2022.11.04 15:27:06 -05'00' o,�p.F�YPUe� SELENA ALA - - NoEary Pub[ic �lotary Public, Sfa#e of Texas *�* STATE OF TEXAS Name (printed): ��OF�� Notary I.D. 132422528 �lotary's commission expires: My Comm. Exp, Mar. 31, 2024 WA7ER FAC(LI7Y EASEMENT Rev. 202201 a9 FOR� T�WOR�TH,. D223013577 Page 5 of 7 EXHIBET "A" PARCEL z PEitMANENi WATER EASEMENT CITY OF FORT W�RTH, TARRANT COUNTY, TEXAS BEING a 0.1507 acre tract of land located in the Jacob Wi[cox Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said 0.1507 acre tract of land being a portion of that certain tract of land conveyed to JOE RIDER PROPANE, LLC, by deed thereof filed far record in Tarrant County Clerk's Instrument No. D219095347, Official Public Records, Tarrant County, Texas (O.I'.R.T.C.T.), said 0.1507 acre tract af [and being a Permanent Water Easement ancE being more particularly described by metes and bounds as foilows: BEGINNING at a 1/� incft iron rod found {Controf(ing Monument) at the southeast property corner of the said Rider Propane tract, same being on the north right-of-way fine of State Highway No. 199 Sbeing a variable width pubEic right-of-way also known as Jacksboro Highway), said beginning point also having a NAD8� Texas North CentraE Zone {4202) grid coardinate of N: 6,9$3,196.72 and E: 2,287,6$8.99; TMENCE South 74"05'58" West, along the southeast property fine of the said Rider Propane tract and along the said right-of-way [ine, a distance of 437.54 feet to a 1/2 inch iron rod found (Controlling Monumentj at a southwest �roperty corner of the said Rider Prapane tract, same being the southeast property corner of a calied 1.709 acre tract of land conveyed to Chau V. Hoang, by deed thereof filed for record in Tarrant County CEerk's Instrument No. D217059871, O.P.R.T.C.T.; THENCE North 00°30`01" West, along a southwest property Iine of the said Rider Propane tract and alor�g the east property line ofthe said 1.709 acre tract, a distance of 15.56 feet; 7H�NCE North 74°05'S8" East, deparCing the said property lines, over and across the said Rider Propane tract, a distance of 437'.50 feet to a point for corner on an east property line of the said Rider Propane tract, same being a northwest right-of-way line of the aforesaid State Highway No. 199, from which a Texas DQpartment of Transportation brass rnon�ment found bears North 00°37'�6" West, a distance of 34.88 feet; THENCE South 00°37'26" East, along the said east property line and the said northwest right-of-way line, a distance of 15.55 feet to the POINT OF BEGINN[I�G. � The hereinabove descrik�ed tract of land contains a computed area of 0.1507 acres (6,563 square feet) of land, more or less. The bearings recited herein above are based an a local coordinate system based on NAD83 Texas No�th Centra[ Zone 4202, derived from C�PS RTK observations using the North Texas VRS Network {maintained byAliterra Centra[, lnc.) f Eric S. Spooner, a Registered Professional Land Su�rveyor in the State of Texas, do hereby state that the foregoing description accuratefy sets out the metes and bounds description of the easement tract described herein. .iA� 72-20-21 r E �F T � � P� � t s r�,q F..�- � / �i Q-� * �� % r < ERIC S. SPOONER ) !� �szz �� p'�ES O�' .+� �� l'" f. � Eric S. pponer, RPLS Spooner & Associates, ]nc. Texas Registration No. 5922 TBPLS Firm No. 10054900 PARCEL 2� RIDER PROPANE � E�HIBIT "A° � PAGE 1 OF 2 Spooner & Associates, Inc., 309 Byers Street, Suite IOQ, Euless, Texas 76Q39 - P.Ti. 817-685-3448 - espoonerQspoonersurveyors.com - S&A 2aa�7 D223013577 n�P oF ExxrBrT ��8�� SEEA7TACHED �LfFTFS $ BOUNdS DESCRIPTIQN OAl FAGE i NEf?E!N 0 3Q' 6Q' GRAPHIC SCALE IN FEET 9" = 60' PROPERTY OWNER JOE RIDEit PROPANE, LLC T.C.C.1. NO. D2f9096347, O.P.R.T.C.T. eJ'r+�9�V l7V�i�l4v�%��l��l%�� a��r��c�� . 9��G AROPERIY I.ME TxDOT BRASS MON. FNQ. (CN �c�� ¢a�� rn�NU Fxao �a� o�z�- u�a_o �UC] U V � L PLRMANENT W VIrA FER E.4SEM,�NT � 0.1507ACRES i�� (6,563 SG2. FT.) �5�� w �� x RpW. 1 74 o�.�a��'��—' — N � i��— 437 54• 1s.o� _�� SZ��y.gg�W � !2" IRF {CM) 1�Q • 199 TEK� �nwp 8i w�Ar ST N �K �g SP�Ks�oao K LfNE TABLE r�o. oir�Ecrlat� n�sr. U N00°30'OT"W T5.56' L2 S00°37'26"E 15.55' PERMANENT WATER EASEMEI�TT �POONER(,X� WATER & �ANI1"ARY SEWER REPLACEMENT AsSOCIATES REGISfE11F0 f0.0FFSSIDMAL L WO SYGYEYORf CONTRACT 2019 WSM � G, ' ' CITY QF F�RT WQRTH, �.�x.R.�.Nr couzv�Y, T�'.xl�,s 309 BYERS STREET, SUITE 900, ElJLESS, TEXAS 76039 {877)6858448 WWW.SPOONERSURVEYOFiS.COM TBPLS FtRM JJO. 1Q054900 pROPER775J0ERIDEAPAOPANE,LQQI.N0.U2i909fi347 PROPERTYACREAGE:5.55ACRE5(CALC-DEEa} 20047 PARCEl.2 R1DER PROPANE PERM,dw9 ORAWN BN C. REEDER CHECKED 6Y: E. SP04MER F2 - RfDER PROPANE - EXN °8" - PG. 2 OF 2 Page 6 of 7 � � �� w ¢x�~ 1 a � N V h � 4 � `tYO� a w�zo .� CJ U V r� f/2"CiRF I "�UITON" � r-N00°37'26'bV 34.88' 1/2" CfRF L2 "FULFON" POlNT OF ( BEC,1NtVING 4r2" !�?F {CMj N: 6,983, i 96.72 �: z.za�.ssa.ss {Nnoes - cRFo} �� iz-za-zi r E °F r i I �P�� 5 T�pF Ft � % 5 �' '�' � N � % � ( ERFC S. SPOONER 1 1` � 5922 '' �y��y °'�es O�/ /1,��0 �{G�1 �e` D223013577 CONSENT OF LIEN HOLDER Page 7 of 7 Afamo Ti#[e GF# 6000182200574-fSK Orisin Bank ("Lien Holder"), is the current iienholder of a Mortgage Deed of Trust dated April 30. 2019. executed by !oe Rider Pro ane llC to Austin G. tewis, Trustee, as re�orded Mav 7. 2Q19 in cEerk's file No. D219095348 in the Real Property Records, of Tarrant County Texas, and hereby consents to the foregoing Easement executed by Joe Rider Pro ane LLC to Citv of Fort Worth, and joins in the execution hereof solely as Lien Holder and does hereby agree that in the event of the foreclosure of said mortgage, or other sale of said property described in said mortgage and below under judicial or non Judicial proceedings, the same shafi be sold subject to said Easement. SIGNED AND EXECUTED T�iIS S� DAY OF c3�i�t�t��.°� . 2022, Origin Bank By: „ � '.�"��.. STATE OF �C. } COUNTY OF �,� i�- } BE�RE ME, the undersigned authority, an this day personally appeared S� � i as, P'�'t for Ori�in Bank� known to me to be the person who acknowledged to me tha hey executed the same for the purposes and consideration therein expressed, in the capacity therein stated, as the act and deed af said Lienholder. G1VEN UI�DER MY HAND AND 5EAL OF OFFICE THIS �day of��.� 2022. � �� i ,�TF� Poe NAN£Y V€LLA Notary Public, State of z° � Notary ID #1310b9895 , s^ T My Commission Expsres /� `� j� r%��S +t�oF,�+ A�rii �a, 2azs My commission expires: TJ � z -� _ __. ._ _. _ _ _. __ _ _ _ D223053896 03/31/2023 02:32 PM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�� MARV LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFlDENTIALI'TY RlGHTS: 1F YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE POLLOWlNG lNFORMATION FROM THlS 1NSTRUMENT BEFORE IT !S FlLED FOR RECORD !N THE �UBLIC RECORDS: YOUR SOCIAL SECURlTY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 102303 Water & Sanitary Sewer Contract WSM-G ��-��"�.�' ?�� °�;:°� r°� �� Parcel No. 3 PWFE 3 �e� '�`�`` 7800 Jacksboro Highway ��"��'��J -�S� .... � . . Fort Worth, Tarrant County, Texas � JACOB WlLCOX SURVEY �33 Abstract 1716 Tract 2F & 2T STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH WATER FACILITY EASEMENT DATE: N�ar 20, 2023 GRANTOR: HiLLTOP MH-RV-TH PARK LLC GRANTOR'S MAILING ADDRESS: 195 CHAUCER COURT COPPELL, TEXAS 75019 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAIL{NG ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BE[NG a tract of land more parEicularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exc{usive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facilify." The Facility includes afl incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to WATER FACILITY EASEMENT �OR� TWORTH. Rev. 20220109 �� D223053896 manho[es, manhole vents, lateral line connections, vaives, pipelines, water meters, and junctfon boxes in, upon, under and across a por#ion af the Easement F'rope�ty, more fuliy described in �xhibit A and Exhibit B aftached hereto and incorparated herein for all pe�tinent purposes, together with the right and privi[ege at any and all times to enter the �asement Properiy, or any part thereof, for the purpose of constructing, operating, maintaining, rep{acing, upgrading, inspecting and repairing said F'acility. In no event shal! Grantor (I) use the �asement Property in any manner which interFeres in any material way or is inconsistent with tF�e rights granted hereunder, or {II) erect or permit to be erected within the Easement Property a permanent structure or building, inclutfing, but not limited to, monument sign, pole sign, Eaillboard, bricic or masonry fences or walls or ather structures that rec�uire a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or grave[ driveway, road or parlcing lot across the Easement Property. Grantee sF�all be obligated tg restore the sur�ace of the Easement Praper�y at Grantee's sole cost and expense, incfuding the restoration of any sidewalks, driveways, or simifar surface improvements lacated upon or adjacent to.the Easement Property which may have been removed, relocated, al#ered, damaged, or destroyed as a result of the Grantee`s use of the �asement Property granteti hereunder. Provided, however, that Grantee shali not be obiigated to restore or replace irrigation systems or ather improvements installed in violation af the provisions and intent�ed use of this Easement. llnder Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'�' anniversary of the date of this acquisition to repurchase or ret�uest certain information about tY�e use and any actual progress made toward the use for which this property interest was acquired through eminent cfomain, and the repurchase price wil! be the price the Grantee pays Grantor in this acquisition. Tne person signing this document on behalf of the Grantor warrants that he or she has the Iega1 authority to execute this permanent easementfor the purposes and consideration therein expressed, and in the capaci�y therein stated, and that such binding authority has been granteci by praper order, resolution, ordinance or other author�zatian of the Grantor. Grantee is fuily entitled ta rely on this warranty and representation in accepting this �aermanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, aEl anci singular, the rights and appurfenances thereia in anyway belonging unto Grantee, its successors anci assigns, forever; and Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, ail and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which wi11 be deemed an original, but which tagether wi11 constitute one instrument. When the context requires, singUlar nouns and pronouns include the plural. [SlGNATURES APP�AR ON iHE F�LL�WiNG PAGE] WATER FACELITY �ASEMENT ftev. 20220109 FORT WORTH. Page 2 of 7 D223053896 Page 3 of 7 GRANTOR: HILLTOP MH-RV-TH PARK LLC �y::'%� �l,,�,�,,.�,....P_--�.. (Print Name} Archana Rath {Tit�e} Manager STATE OF TEXAS COUNTY �F TARRANT ACKNOWLEDG�1111ENT . BEF4RE ME, fhe undersigned authoriiy,_a Notary Public in and far the State of Texas, on this day personally appeared Arcnana Rath, tv�anager owner of Hifltop MH-RV-TH Park LLC, known to me to be ff�e same person whose name is subscribed to the foregoing instrument, and acknowledged to me thaf the same was the act af ��i�cop M�-Rv-rH park, �.�c�nd that they executed the same as the act of said��lEtaP M�-�v-r� park, ��cfor the pur�ases and consideration therein expressed and in the capacity therein stated. GIVEN UND�R MY HAND AND SEAL OF OFFICE this date of ��,'�'�- 3��3 , �� Q�PRYPve4 �,AVONNE S. KEITH . �,F:,:., /� �� *O* Natarll Pubi;c, 5tate vf Texas y Camm. Expires 03-31-20i4 �9jFpK c� NotarylD737793-8 WATER FAClL[TY EASENiENT Rev. 20220109 Notary�Y'ublic, St�te of Texas Name (prinied): Notary's commfssion expires: Foe,� �r�Wro�. D223053896 GRANTOR. HILL,TOP MH-RV-TH PARK LLC �� By: �� (Print Name) Omkar Rath (Title) Manager ACKNOWLEDGEMENT GIVEN UNDER MY HAND AND SEAL OF OFFICE this date af r`�� /, �'�'---3 S7ATE OF TEXAS COIJNTY �F TARRANT Page 4 of 7 BEF�RE ME, the undersigned authority, a Notary Publ�c in and for the State of Texas, an t�is day personally app�ared Qmkar Rath, Manager �Wner of Hilliop MH-RV�TH Park LLC, known ta me to be the same person whose name is subscrib�d to the foregoing instrument, and acknawledg�d to me that the same was the ac# of H��itop MH-Rv-r� Park, ��.c and that they executed the same as the act of said Hi[itap nnH-Rv-rH Park, i�cfior the purposes and consideration �herein expressed and in the capacity fherein stated. �s�a,�� o,P.�P„e LAVONNE S. KEITH Z�'c Notary ?ublic, State of Texas � � y Comm. Expires {}3-31-2024 N��OF�+p NotarY�D737793-5 WATER FACILfTY EASEMENT Rev. 20220109 ^� : j' e', '� !` . ,y 4 /✓5(�F'�•�/ , Natary Public, State of Texas Name {printed): N�tary's cflrr�mission expires: FO�� . D223053896 ACCEPTED BY: GRANT��: Cify of �Qrt Worth 15� $r.c�AGu7�f Sy �SlgflatUi��: DanaBurghdoff(t�'ar2U,zo1 os:aoCotE (Print Name) dana Burghdoff (Titie) Assistant Ci#y Manager APPROVED AS TO FORM AND L.EGAL.ITY By (Signaiure): `�� ✓G�r��: {Print Name} Matt Murray (Title} Ass[stant City Attorney ACKNOWLEDG�MENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day persona{ly appeared �anaBurghdo#f , AssistantCityManager of the City of Fort Worih, a Texas home rule municipal corporaiion, known io me to be the same person whose narne is subscribed �o the foregoing instrument, and acknowiedged to me tha# the same was the act of the City of For� Wvrth and that they executed the same as tYre act af the City of �ort Wort�t for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF �F�10E this date of Mar 20, 2023 _ __ _ _ [SEALj SEI�� AlA ��t�f� �JC►�1C STATE OF Tc�AS N��a�y I�D� 13242252$ Comm, E�c�, h�arE 31, 202� WATER FACILiTY EASEMENT Rev. 20220109 �-�c�.�-��i Selena Ala (Idar 24, 2023 99:04 CDT) Nvtary Public, State of Texas Nart1e {pi'lnted): Selena Ala Notary's commission expires: 3-31-2024 FOR'f WORTH. Page 5 of 7 D223053896 Page 6 of 7 EXWIBIT "A" PARCEL 3 PERMANENT WAT�R EASEMENT CIiY OF FORT WORTH, TARRANT COUIUTY, TEXAS BEING a 0.0074 acre tract of land focated in the Jacob Wilcox Survey, Abstract No. 1716, City af ForC Worth, Tarrant County, 7�xas, said 0.0074 acre tract of land being a partion af a called 4.50 acre tract of land conveyed to HILLTQP MH-RV TH PARK LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D222293863, Officia{ Public Records, 7arrant County, Texas (O.P.R.T.C.T.}, said 0.0074 acre tract of land befng a Permanent Water Easement, and being more parficukarly described by metes and 6ounds as follows: BEGi1VNING at a 1/2 inch iron rod with a cap stamped "FUl.TOiV" found (ControlEing Monument} at the most southerly property corner of the said �4.50 acre tract, same being the southwest fot corner of Lat 1, Block 1, Just Acres, being an Addition to the said City and State, according to the plat thereof filed for record in Tarrant Caunty Cferlc's lnstrument No. D207432336, D.P.R.T,C.7., and 6eing an the existing north right-of-way fine of S#ate Highway No. 199 (6eing a variable width public right-of-way also known as .facksboro Highway), said 6eginning point also having a NAD$3 Texas North Central Zone (4202} grid coordinate of N: 6,983,224.46 and E: 2,287,7$5.68; THENCE North 52"34'17" West, along a sou#hwest property line of the said 4.50 acre tract and along the said right-of-way iine, a distance of 31.22. feet to a point for corner from which a 1/2 inch iron rod with a cap stamped "FULTON" found at a south property corner of the said 4.50 acre tract bears North 52'34'17" West, a iength af 29.33 feet; THEiVCE North 74°13`44" East, departing the said property line and the said right-of-way fine, over and across tfre said 4.50 acre tract, a distance of 25J8 feet to the east property line of the said 4.50 acre tract, same being the west lot line of the aforesaid l.ot 1; THEI�CE South 04"Ol'43" West, along the said property Iine and along the said (ot line, a distance of 25.98 feet to th� POIiVT OF BEGINNiNG. The hereinabove described tract of land contains a computed area of 0.0074 acres {322 square feet) of 6and, more or less. 7he bearings recited herein above are 6ased on a local coordinate system based an NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS Network {maintained by AUterra Central, Inc.) i Eric S. Spooner, a I2egistered Professional Land Surveyor'tn the State of Texas, do hereby state that the foregoing description accurat�ly sets out the metes and bounds description of the easernent tract described herein. �..� a�-Zo-zs � � OF T � ��P�� S T ERF �-r- � f y ¢ � � NO � � < ER1C S. SPOONER > 1� 5922 '� ./�QF�fi . `+.�r1� � ��;��7� . Eric S. pooner, RPLS Spooner & Assaciates, 1nc. Texas Registratian No. 5922 T8PL5 Firm No. 1005490� PARCEL 3� HILLTOI' ��XHIBIT "A" � PAGE 1 OF 2 � Spooner & Associates, Cnc., 309 Syers Street, Suite 1 Q0, Euless, Taxas 76039 - PH. 817-b85-8448 - espooner@spoonersurveyors.com - S&A 20047 D223053896 EXHIJBIT "B " SE'EAT7"ACNED METES & 80UNOS DESCRlPTlON ON PAGE 1 HERFIIV PROPERTY LlNE CALLED: 4.5Q ACfZ�S HlLLTOP MH-RV-7Ft PARK L�C r.c.c.�. rvo. az�22sasss, o_�.�.r.c.r. PROPERTY LINE O Wh1�R JOE RlDER PRdPANE, LLC 7.C.C.1. NO. D2?8a96347, O.P.R.7.C.T. PF?OPERTY LtN� 1i�° CtRF PERMANENT °FZ1LT4�V�� WATER EASEMENT 0. 0074 ACRES (322 SQ. FT.) TxDOT BRASS i410iV. �ND. (CM} � � __ { � 1/2" 1RF �x.��W� 0 20' 40' �� GRAPHfC SCALF IN FE�T 1"=4�' L� � v� �7 _l � �0 � �� _tNp,� g° "'�. A�� w�o��Ro Ki��`�A�rl ST �� A�xs� Page 7 of 7 dQ° L��[l�y C�Ql�.C��}�� l1(�� QPe'�UWG`J`_'U IN'�° Powr oF B�GINNING 9/2" ClRF °�UiroN�� {cM7 N: 6,883,224.46 E: 2,287, 785.68 (NAd83 � CRID) �or �, a�ac►c � �usracR�s T.C.C.i. NO. D20T432336, O.P.R_T.C.T. �x��'�� LINE TA6LE NO. D�REC710N DlST. l.1 N52°34`?7"W 31.22` L2 N52°34'17"W 29.33' L3 N74°13'44"E 25.78' �.4 soo°o��aa°w 2s.ss� PERMANENT WATER EASEMENT �� WATER & SANITARY S.�WCR 1REPLACEMENT CONTRACT2419 WSM"'Ga p56f5TEqE0PPOFE55faNALtAUDSUpVEVOR6 CITY OF FQRT WORTH, TAI�RANT COUNTY, TEXAS . •. PRDPERTY: T.C.C,I. NQ. DZ22293863, D.P.R.T.C.T. 303 BY�RS STREE7 SUIT� i0Q EULESS, TE?fA3 76039 WHOLE PROPERTYACREAGE: CALLE04.5D ACRES {p�EO) (817)$g5$448 Wt+ViN.SPOONERSURVEI'O}ZS.COM 20047 PARCEL 3 T81�LS FiRM NO. 10054900 SS�A JbB NO.: 0�47 €}RA N 6Y: R. HEN�ERSON pARCEL 3� NJLLTOP ^' FXHIBiT ��B" � PG. 2 OF 2 AA7�: 1l20/2023 CHECKED BY: E. SPOOlJER +.�� Oi-2U-23 r � �� T i / P� � s s reR F.i.. � 0 � �`` � �° �, ! < �R1C S. SFOONER > `` � 5922 '0 � o'cE9 O�' +O . E `+l � _� � . _ ,c' .'�`'�' D223091484 05/26/2023 07:44 AM Page: 1 of 6 Fee: $39.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOT/CE OF CONF/DENT/AL/TY R/GHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STR/KE ANY OR ALL OF THE FOLLOWING /NFORMAT/ON FROM TH/S /NSTRUMENT BEFORE /T /S F/LED FOR RECORD /N THE PUBL/C RECORDS: YOUR SOCIAL SECUR/TY NUMBER OR YOUR DR/VER'S L/CENSE NUMBER, CPN 102303 Water 8� Sanitary Sewer Contract 2019 WSM-G Parcel No. 4 PWFE 7730 Jacksboro Highway JACOB WILCOX SURVEY, ABSTRACT NO. 1716, -�- A PORTION OF LOT 1 BLOCK 1, JUST ACRES ��1`�'�� !�'� ��c�'��'�� p�o��aaoo5 ��_�� .��' _._.� - --- STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § ' CITY OF FORT WORTH WATER FACILITY EASEMENT DATE: �p�' � ��L,Z GRANTOR: BARBARA A. JUST GRANTOR'S MAILING ADDRESS: PO BOX 136727 FORT WORTH, TARRANT COUNTY, TEXAS 76135 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknow[edged. EASEMENT PROPERTY: BEING a tract of €and more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, WATER FACILITY EASEMENT FOR�. Rev. 20220109 D223091484 maintenance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Praperty in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billbaard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or grave{ driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restare the surtace of ihe Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the Easement Property granted hereunder_ Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this praperty interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor daes hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural_ [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER FACILITY EASEMENT Rev. 20220109 Foe�rW�ox��H. Page 2 of 6 D223091484 GRANTOR: Barbara A. Just By: - (Print Name) �d � Q �1 Tu � (Title) STATE OF TEXAS COUNTY OF TARRANT ACKNOWLEDGEMENT . BEFORE ME, the undersi ned autharity, a Notary Public in and for the State of Texas, on this day personally appeared ��•�rz ��s4;Fowner of 7730 7ocksbo+. l�i�nown to me to be the same person whose name is subscribed to the foregoing ins rument, and acknowledged to me that the same was the act af p��.- ;Pust and that they executed the same as the act of said ga�bor� 'Sust for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of �. 27.�Z [SEAL] �� .� DICKSON ROBiN g�'� �„ Notary PublirrState of Texas « TanaM Couny •*T 4}` Notary ID #13390542-5 F1 Cemmisslon E�. AUG. t2, 202�; WATER FACILITY EASEMENT Rev. 20220109 Notary Public, Sta e o Texas Name {printed): Notary's commission expires: Foe� H. Page 3 of 6 D223091484 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRAN7 GRANTEE: Ci�y of Fori Worth L JLgi�a BurandafF �,I (S{gR`dLUfP+). DanaOwghdoR(7Qov2:,2D2Z1�;00[ST� (Print Name) Dana Burghdoff (Titie} Assistant Ciiy Manager APPROVED AS TO FORM AND LEGALITY gy (Signature}; ��r�� .,��, (Print Name} Matt Murray (Tit[e) Assistant City Attorney ACKNOWL�DGEMENT § § § Page 4 of 6 BEFORE ME, the undersigned authoriiy, a Notary Public in and for the State of Texas, , on this day personalfy appeared _ pano.. �u�hdoQ� , ' f�.��; s�'a., �' e� {- /Y1an.►�,e /' of the City of Fort Worth, a Texas home rule municipal corporation, known to me ta be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the sarrte was the act of the City of Fort Worth and that they executed the same as the act of the City of Fort Worth for the purposes and cohsideration therein expressec! and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of ��°�1� 3(� �-Z [SEAL] ��r P�� DICKSON ROBIN ; ;, Natary PubliaStabe of.Texas � * TaRent County '' � '"r,j �� Notary ID #133905�f2-5 FOFt � Commisalon E�. AUG.12, 2026 WATER FACILITY EASEMENT RAv �n��M09 Notary Public, State of Texas Name {printed): Notar�s commission expires; ' ' FORTWORT . D223091484 Page 5 of 6 EXHIBIT "A" PARCEL 4 PERMANENT WATER EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.1032 acre tract of land located in the Jacob Wilcax Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said �.1�32 acre tract of land being a portion of LOT 1, BLOCK 1, lUST ACRES, being an Addition to the said City and State, according to the plat thereof filed for record in Tarrant County Clerk`s Instrument No. D207432336, Official Public Records, Tarrant County, Texas (O,P.R.T.C.T.), said 0.1032 acre tract of land being a partion of that certain tract of land conveyed to BARBARA A. JUST, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D20213654, O.P.R.T.C.T., said 0.1032 acre tract of land being a Permanent Water Easement and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod with a cap stamped "FULTON" found (Contro!ling Monument) at the southwest lot corner of said Lot 1, same being a southeast property corner of a called 4.504 acre tract of land conveyed to Rick Ruehl, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D213082345, O.P.R.T.C,T,, said beginning point also being on the north right-of-way line of State Highway No. 199 (being a variable width public right-of-way also known as Jacksboro Highway), from which a 1/2 inch iron rod found at a south property corner of the said 4.504 acre tract bears North 52°34'17" West, a distance of 60.55 feet, said beginning point also having a NAD83 Texas North Central Zone (4202j grid coordinate of N: 6,983,224.46 and E: 2,287,785.68; THENCE North 00"01'43" East, along the west lot line of said Lot 1 and along the east property line of the said 4.504 acre tract, a distance of 25.98 feet; THENCE over and across said Lot 1 the following courses and distances: North 74°14'S9" East, 15.68 feet; South 83°16'16" East, 26.13 feet; North 74°13'44" East, 237.66 feet to the east lot line of said Lot 1, same being the west property line of a called 2.0 acre tract of land conveyed to Johnny Tenery, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D212293894, O.P.R.T.C.T.; THENCE South 00'O1'43" West, along the said lot line and the said property line, a distance of 15.59 feet to a 1 inch iron rod found at the southeast lot corner of said Lot 1, same being the sauthwest property corner of the said 2.0 acre tract, and being on the aforesaid north right-of-way line of State Highway No. 199; THENCE South 74'13'44" West, along the south lot line of said Lot 1 and aiong the said right-of-way line, a distance of 280.31 feet to the POINT OF BEGINNING. The herein a6ove described tract of land contains a computed area of 0.1032 acres (4,495 square feet) of land, more or less. The bearings recited herein above are based on a local coordinate system based on NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS Network (maintained by Allterra Central, Inc.) I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and 6ounds description of the easement tract described herein. ��►� 06-07-22 %P��10F �,+ ,` �G s TER -f- � � � * �� + � + < ERlC S. SPOONER � !! 5922 ,� y�FEs y�1' �� - Ei Eric S. pooner, RPLS Spooner & Associates, Inc. Texas Registration No. 5922 TBPLS Firm No. 10054900 PARCEL 4� JUST --- EXHIBIT "A" � PAGE 1 OF 2 Spooner & Associates, Inc., 309 Byers Sh'eet, Suite lOQ Euless, Texas 76039 - PA. 817-685-8448 - espooner@spoonersurveyors.com - S&A 20047 D223091484 MAP OF EXHIBIT "B" SEEATTACHED METES & BOUNDS DESCRIPTION ON PAGE 1 HEREIN CALLED: 4.504 ACRES RICK RUEHL T.C.C.I. NO. �213082345, O.P.R.T.C.T. 1/2" CIRF "FULTON" . � � <� \ 0 20' 40' � GR,4PHIC SCALE IN FEET 1"=40' Z J � O J LOT 1, BLOCK 1 JUST ACRES T.C.C.I. NO. Q2d7432336, O.P.R.T.C.T. OWNER BqRBARA A. JUST 7.C.C.1. NO. D2020'13654, O.P.R.T.C.T. PERMANENT WATER EASEMEA(T 0.1032 ACRES (4,496 SQ. FT.) E ' 23��6� N�'��i��' i� �� i� i � � 2a�'3�' .��i�� 0.�3'4+�'� � ST� Y��AYN� :w99 ��AV RAA yAGKsB R�N1GNWPYI 1/2" CIRF "FULTON" (CM) N: 6,9B3,224.46 E: 2,287, 785.68 (NAD83 - GRID) PERMANENT WATER EASEMENT d!!^Qft��l� lWhPt��'S �(9G�M(�P7 la1L�t�VEi4lal�p G�I�. 9P9� WATER & SANITARY SEWER REPLACEMENT CONTRACT 2019 WSM � G, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PROPERN: LOT 1, 9lOCK 1, JUSTACRES PROPERN ACREAGE: 5.045 ACRES (PLAT) 20647 PARCEL 4 JUST PERMANENT.dwg DRAWN 9Y: R. HENDERSON CHECKED BY: E. SPOONER Page 6 of 6 z F CALLED: 2.0 ACRES O JOHNNYTENERY T.C.C.I. NO. D212293894, O.P.R.T.C.T. � � i i � 1" IRF LINE TABLE NO, DIRECTION DIST. L1 N52°34'17"W 60.55' L2 N00°01'43"E 25.88' L3 N74°13'44"E 15.68' L4 S83°16'16"E 26.13' L5 S00°01'43"W 15.59' • � � � � � �/ 1 • � � � �VER ze VFARS �F SFRVILE 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 {877) 685-8448 WN/W.SPOONERSURVEYORS.COM TBPLS FIRM NO. 10054900 PAR. 4- JUST - EXH "B" - PG. Z OF Z �� `b-o�-22 r!�� oF r�� P �G15TER�.�'I" ` � � �' * � N ` � � < ERIC 5. SPOONER > ` 5922 � °�'ES O�/ � � � ` p E �� D223091462 05/26/2023 07:25 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLQWING 1NFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS; YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 102303 Water 8� Sanitary Sewer Contract 2019 WSM-G Parcel No. 5 PWFE 7724 Jacksboro Highway �!„��w� �� -,� ��%�r�Fi��Q�`,� Fort Worth, Tarrant County, Texas �, �a-a UDSi7 LS/ JACOB WILCOX SURVEY Abstract 1716 Tract 2G04 �~°' a�� ""�`�"- S'. STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH WATER FACILITY EASEMENT DATE: �nOr/ �o , ZO Z Z � GRANTOR: JOHNNY TENERY GRANTOR'S MAILING ADDRESS: 7724 JACKSBORO HIGHWAY FORT WORTH, TARRANT COUNTY, TX 76135 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING a tract of iand more particularly described in the attached Exhibit A and Exhibit B. Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water Main Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateraf line connections, valves, pipelines, water meters, and WATER FACILITY EASEMENT FOR� T WORTH. Rev. 20220109 � D223091462 junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. Hawever, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to res#are the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the Easement Property granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10'h anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and #hat such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and represen#ation in accepting this permanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor doss hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER FACILITY EASEMENT Rev,20220109 FoR.,�o� H. Page 2 of 7 D223091462 GRANTOR: Johnny Tenery ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT ,. BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Johr►ny Tene , owner of 7724 Jacksboro Hiqhway, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Johnny Tenery and that they executed the same as the act of said Johnny Tenery for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of `�/ � [S EAL] `PuD1rc.� �"'�� e of Tex� Tan�m �un 'Y ID #t339eS42-5 �lo^ n ,E�. AUG. 12. �n� WATER FACILITY EASEMENT Rev. 20220109 Notary Public, State of Texas Name (printed): Notary's commission expires: Foe� H. Page 3 of 7 D223091462 ACCEPTED BY: S7ATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth By (Signature): �; (Print Name) Dana Bur off (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY f By (Signature): �` � � (Print Name) Matt Murray (Title) Assistant City Attorney ACKNOWLEDGEMENT . BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared DanaBurghdoff Assistant City Manager of the City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that they executed the same as the act of ihe City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Nov 23, 2022 [SEAL] `�o�a"'�;��,� SELENA ALA ;_:� � A�: Notary Public, State of Texas � 9�.��Q` Comm. Expices 03-31-2024 '�,;;�oF�`�.` Notary ID 132422528 n�M WATER FACILITY EASEMENT Rev. 20220109 Selena Ala DigitallysignedbySelenaAla Date: 2022.11.23 09:11:38 -06'00' Notary Public, State of Texas Name (printed): Notary's commission expires: Foe,� x. Page 4 of 7 D223091462 Page 5 of 7 EXHIBIT "A" PARCEL 5 PERMAIVENT WATER EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.0096 acre tract of land located in the Jacob Wilcox Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said 0.0096 acre tract of fand being a portion of a called 2.0 acre tract of land conveyed to JOHNNY TENERY, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D212293894, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 0.0096 acre tract of land being a Permanent Water Easement and being more particularly described by metes and bounds as follows: BEGINNING at a 1 inch iron rod found (Controlling Monument} at the southwest property corner of the said 2.0 acre tract, same being the southeast lot corner of Lot 1, Block 1,1ust Acres, being an Addition to the said City and State, according to the plat thereof filed for record in Tarrant County Clerk's Instrument No. D207432336, O.P.R.T.C.T., said beginning point also being on the north right-of-way line of State Highway No. 199 (being variable width public right-of-way also known as Jacksboro Highway), from which a 1/2 inch iron rod with a cap stamped "FULTON" found at the southwest lot corner of said Lot 1 bears South 74°13'44" West, a distance of 280.31 feet, said beginning point also having a NAD83 Texas North Central Zone (4202) grid coordinate of N: 6,983,300.64 and E: 2,288,055.40; THENCE North 00°01'43" East, along the west property line of ihe said 2.0 acre tract and along the east lot line of said Lot 1, a distance of 15.59 feet; THENCE South 89°31'47" East, departing the said property line and the said lot line, over and across the said 2,0 acre tract, a distance of 53.86 feet to the south property line of the said 2.0 acre tract, same being the said north right-of-way line; THENCE South 74°17'42" West, along the said property iine and the said north right-of-way line, a distance of 55.96 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0096 acres (420 square feet) of land, more or less. The bearings recited herein above are based on a local coordinate system based on NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS Network (maintained by Allterra Central, Inc.) I Eric S. Spooner, a Registered Professional Land Surveyar in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description of the easement tract described herein. i�� 12-20-21 r E �F T i ` P� G1S7ER �+, � � �� * �� , � � < ERIC S. SPOONER > `� 5922 '� 1,oFFs y�1� �� i Eric . oaner, RPLS Spoaner & Assaciates, Inc. Texas Registration No. 5922 TBPLS Firm No. 10054900 PARCEL S� TENERY � EXHIBIT "A" � PAGE 1 OF 2 Spooner & Associates, Inc., 309 Byers Street, Suite 100, Euless, Texas 76039 - PH. 817-685-8448 - espooner@spoonersurveyors.com - S&A 20047 D223091462 MAP OF EXHISIT "S" SEEATTACHED METES & BOUNDS DESCRIPTION ON PAGE > HEREIN OWNER BARBARA A. JUST T.C.C.I. NO. D202013654, O.P.R.T.C.T. LOT 1, BLOCK 1 JUST ACRES T.C.C.I. NO. D207432336, O.P.R.T.C.T. L1 / � � � � � / � G1RF „F�I,T�Bf RS 112�� pF L�� , • � ' S WS �013 44„W � 2a� 31 PROPERTY LINE CALLED: 2.0 ACRES JOHNNY TENERY T.C.C.I. NO. D212293894, O.P.R.T.C.T. PERMANENT WATER EASEMENT Q.0096 ACRES (420 SQ. FT.) L2 �� Page 6 of 7 R�W� O 199 POINT OF BEGINNING 1" !RF (CM} N: 6,983,30Q.64 E: 2,288,055.40 (NAQ83 - GRID} �IG��p B 1NWpY) s� A� R PBL� �+SBORp N,G NP p, JP�K P•K� �� pd�� ° �oa ��Q�i� U�o= �� Qd� 0 15' 30' GRAPHIC SCALE IN �EET 1"=30' LINE TABLE NO. DIRECTION DIST. L1 NOD°01'43"E 15.59' L2 S89°31'47"E 53.86' L3 S74°17'42"W 55.96' PERMANET WATER EASEMENT WATER & SANITARY SEWER REPLACEMENT CONTRA.CT 2019 WSM � G, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PROPERTY: JOHNNY TENERY, 7.C.C.1. NO. D212293894, O.P.R.T.C.T WHOLE PROPERTYACREAGE: CALLED 2.0 ACRES (DEED) 20047 PARCEL 5 TENERY PERMANENT.dwg SPOONER(� ��SfERE�lO�� UR�s , , . 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 (817) 6$5-8448 1MMN.SPOONERSURVEYORS.COM TBPLS F1RM NO. 1 DD54900 �..� ,z-zo-z, r �E OF T � / P �isreR �-�- � / � �-�" * �° u, � / 1 < ERIC S. SPOONER > ` 5922 � ` �FES O�I +p �/J DATEv05/28/2021 Y� I CHECKED BY: E. SPOONER I PARCEL 5� TENERY � EXHIBIT "B" -- PAGE 2 OF 2 D223091462 CONSENT OF LIEN HOLDER Alamo Title GF# 6000182200577-LSK Lawhon, Inc. ("Lien Holder"), is the current lienhoider of a Mortgage Deed of Trust dated November 30. 2012, executed by Johnnv Tenery tq Jeffry R. Davis, Trustee, as recorded December 3, 2012 in clerk's file No. D212293895 , in the Real Property Records, of Tarrant County Texas, hereby consents to the foregoing Water Facility Easement executed by Johnny Tenery to Citv of Fort Worth, and joins in the execution hereof solely as Lien Holder and does hereby agree that in the event of the foreclosure of said mortgage, or other sale of said properry described in said mortgage and below under judicial or non-juditial proceedings, the same shall be sold subject to said Easement. SIGNED AND EXECUTED THIS ZZ DAY OF 1`'1 �% , 2023. Lawhon, Inc. _t� . � �i I STATE OF I' � } COUNTY OF I� r+ i� BEFORE ME, the undersigned authority, on this day personally appeared Ci4ARL�s i-Ar••�c-fo,.1, as, M.�f/'�� s s rr; P,-r +�•� for Lawhon. Inc. , known to me to be the person who acknowledged to me that they executed the same for the purposes and consideration therein expressed, in the capacity therein stated, as the act and deed of said Lienholder. GIVEN UNDER MY HAND AND SEAL OF OFFICE THlS 2Z day of M A� . 2023. . �'i;r o�e��'- �CE REAGAN :.; : My Notary ID # 129036764 �'►:•o, ,�.+' � Expires June 28, 2024 �� Notary Public, State of 'TjC My commission expires: ��25'r/Z� 2-�1 Page 7 of 7 D223119950 07/07/2023 03:16 PM Page: 1 of 6 Fee: $39.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITYR/GHTS: IF YOUAREA NATURAL PERSON, YOU MAYREMOVE OR STRIKE ANY OR AI.L OF THE FOLLOWIltt� INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DR/VER'S LICENSE NUMBER. CPN 102303 Water & Sanitary Sewer Contract 2019 WSM-G Parcel No. 6 PWSE 7724 Jacksboro Highway Fort Worth, Tarrant County, Texas JACOB WILCOX SURVEY ��jti�� "� � � �t��^��ti� Abstract 1716 Tract 2G1A &212A ' � �G�7/� � OUS%P � � 5'� STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH WATER-SEWER FACILITY EASEMENT DATE: December 27, 2022, to be effective March 6, 2023 GRANTOR: THE HIDON LIVING TRUST c/o Donald Bishop, Trustee GRANTOR'S MAILING ADDRESS (including County): 7815 GREAT TRINITY FOREST WAY DALLAS, DALLAS COUNTY, TEXAS 75217 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B WATER-SEWER FACILITY EASEMENT FOR�, Rev. 20220109 D223119950 Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetua] easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water-Sewer Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateraf line connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use ihe Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surtace of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the Easement Property granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be en#itled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns incfude the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER-SEWER FACILITY EASEMENT FOR�, Rev. 20220109 Page 2 of 6 D223119950 GRANTOR: The Hidon Living Trust, By: Don d Bishop, Trustee < t � By: (Print Name) Donald Bishop (Title) Trustee ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF ��rQ1� � § BEFORE ME, the undersigned autharity, a Notary Public in and for the State of Texas, on this day personally appeared Donald Bishop , Trustee of The Hidon Livinq Trust, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of The Hidon Living Trust and that they executed the same as the act of said entltV for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of �'�'-� � [SEAL] �� QICKSON RCIBIN Notary Public, State of Texas rc��r'�� Natary Publio�S"tate of T�xas Name {printed): *�' * Tarta�t County Notary's commission expires: "� }� Notary ID #i3390542-5 "'E�F`�' Gommission E�. AUG. t2. 2026 WATER-SEWER FACILITY EASEMENT Rev. 20220109 Foe� H. Page 3 of 6 D223119950 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth �G� �G��L�.�i By �SIC�C{$tUre�. DanaBw'ghdoffi{Mar6,101 :54CST) (Print Name) Dana Burghdoff (Tit[e} Assistant City Manager APPROVED AS TO FORM AND LEGALITY By (Signature): .�� ./�a�� (Print Name) Matt fvlurray (Title} AssistantCityAttorney AGKNOWLEDGEMENT . BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Dana Burghdoff , "55'Sta"tc'ty"'a"age` of the City of Fort Worth, a Texas home rule municipal corporation, known to me ta be the same person whose name is subscribed to the foregoing instrument, and acknowledged ta me that the same was the act of the City of Fort Worth and that they executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and 'sn the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Mar 6, 2023 [SEALj p . ,(S >.c�aY�w�w��N Selena Ala (Mar 6, 262310:09 CST) Notary Pub[ic, State of Texas !P(/e SEIENA AlA NalTle (�I'lllt2d�: SelenaAla �� Notary Public Notary's commission expires: March 31, 2024 � STRTE OF TEXRS Notary I,D,132422528 Camm, Exp, Mar, 31, 2024 WATER-SEWER FACILITY EASEMENT Rev. 20220109 Foe� H. Page 4 of 6 D223119950 EXHIBIT "A" PARCEL 6 PERMANENT WATER & SANITARY SEWER FACILITY EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Page 5 of 6 BEING a 0.1029 acre trad of land located in the Jacob Wilcax Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said 0.1029 acre tract of land being a portion of a called 1.881 acre tract of land conveyed to THE HIDON LIVING TRUST, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D215175650, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 0.1029 acre tract of land being a Permanent Water and Sanitary Sewer Facility Easement, and being more particularly described by metes and bounds as follows: BEGINNING at a mag nail found in a wooden retailing wall at the southwest property corner of the said 1.881 acre tract, same being the southeast property corner of a called 1.93 acre tract of land conveyed to Chau V. Hoang, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D210310964, O.P.R.T.C., and being at the northwest property corner of a called 0.124 acre tract of land described as "Parcel 116", conveyed to the State of Texas, by deed thereof filed for record in Tarrant County Clerks Instrument No. D201129064, O.P.R.T.C.T., said beginning point also having a NAD83 Texas North Central Zone (4202) grid coordinate of N:6,983,454.19 and E: 2,288,551.11; THENCE North 04"20'27" West, along the west property line of the said 1.881 acre tract and along the east property line of the said 1.93 acre tract, a distance of 7.93 feet; THENCE departing the said property li�es, over and across the said 1.881 acre tract the following courses and distances: North 85°39'33" East, a distance of 10.63 feet; North 65°45'22" East, a distance of 15.67 feet; North 04°03'41" West, a distance of 14.58 feet; North 70°05'43" East, a distance of 130.11 feet; North 67°52'18" East, a distance of 85.31 feet to the east property line of the said 1.881 acre tract, same being the west property line of a called 1.819 acre tract of land conveyed to Corinthian Real Estate Investments, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D209061695, O.P.R.T.C.T.; THENCE South 09'S7'32" East, along the said property lines, a distance of 20.46 feet to the southeast property corner of the said 1.881 acre tract, same being the northeast property corner of the aforesaid 0.124 acre tract; THENCE South 67'S2'28" West, along a south property line of the said 1.881 acre tract and along the north property line of the said 0.124 acre tract, said north property line of the 0.124 acre tract being the existing north right-of-way line of State Highway No. 199 (being a variable width public right-of-way also known as lacksboro Highway), a distance of 81.39 feet to an "X" cut in concrete found; THENCE South 70�05'43" West, continuing along the said south property line and the said existing north right-of-way line, a distance of 162.48 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.1029 acres {4,481 square feet) of land, more or less. The bearings recited herein above are based on a locaf coordinate system based on NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS fVetwork (maintaineci by Aliterra Central, Inc.) I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description of the easement tract described herein. i�� 12-20-21 r E �F T 1 / P��srER Ft\ J �J e'� * F� N� Eric S. Spooner, RPLS � � Spooner & Associates, Inc. < ERIC S. SPOONER > Texas Registration No. 5922 l� 5922 � TBPLS Firm No. 100549Q0 °Fes O�/ �� Ei � PARCEL 6� HIDON LIVING TRUST � EXHIBIT ' A" � PAGE 1 OF 2 Spooner & Associates, Inc., 309 Byers Street, Suite 100, Eu(ess, Texas 76039 - PH. 817-b85-8448 - espooner@spoonersurveyors.com - S&A 20047 D223119950 MAP OF EXHIBIT "B" SEEATTACHED METES & BOUNDS OESCRIPTION ON PAGE 1 HEREIN 2 � CALLED: 1.93 ACRES CHAU V. HOANG T.C.C.I. NO. D210310964, O.P.R.T.C.T. L1 CALLED: 1.881 ACRES THE HIDON L!VlNG TRUST T.C.C.l. fVO. D215�7b8b0, a.P.R.T.c.T. PERMANENT WATER & SAN/TARY SEWER FAC/L/TYEASE'MENT 0.1029ACRES (4,481 SQ. FT) � � � N70�05'43"E - 130.11' �� T �� J "1 p� S70°05'43"W - 162.48' �x. R.a.w. � • . . . , .. � POINT OF P2 CALLED: 1.819 ACRES CORINTHIAN REAL ESTATE INVESTMENTS, LLC T.C.C.I. NO. D209061695, O.P.R.T.C.T. dp6/��4�Q6��Mp�� W Page 6 of 6 z J N67°52'18"E - 85.31�� S67°52'28"W - 81.39' ,OGt]IIYIYIIYIl� - ' . . . . . . . . MAG NAIL FND. IN A STATE HIGHWAY NO. 199 WOOD RETAINING WALL (VARIABLE WldTH PUBLIC R.O.W. � � ' ' ' � . . N: 6,983,454.19 A_K.A. JACKSBORO HIGHWAY) OLD R.O. W, �' E: 2,288,551.11 (NAD83 - GRID) P1 P2 P3 � 0 15' 30' �� CALLED: 0.028 ACRES CALLED: 0.124 ACRES CALLEQ: Q.iQ9 ACRES � STATE OF TEXAS S7ATE OF TEXAS STATE OF TEXAS "PARCEL 115" IN "PqRCEL 116" IN "PARCEL 117"!N GR,4PHIC SCALE IN FEET T.C.C.I. NO. D201109809, T.C.C.I. NO. D201129064, T.C_C.l. IJO. D2Q41Q9034, 1" = 30� O.P.R.T.C.T. O.P.R.T.C.T. O.P.R.T.C.T. PERMANENT WATER & SANITARY SEWER FACILITY EASEMENT WATER & SANITARY SEWER REPLACEMENT CONTRACT 2019 WSM � G, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PROPER7Y: HIDON LIVING TRUS7, T.QC.I. NO. �215175fi50 PROPER7Y ACREAGE: CAlLEO 1887 ACRES 20047 HIDON TRUST PERMANENT.dwg DRAWN BY: C, REEDER CHECKED BY: E. SPOONER � • � � � � � �� A\/CD �e VCADG AC CCD\/If C P3 LINE TABLE NO. DIRECTION DIST. L1 N04°20'27"W 7.93' L2 N85°39'33"E 10.63' L3 N65°45'22"E 15.67' L4 N04°03'41"W 14.58' L5 S09°57'32"E 20.46' 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 {817) 685-8448 NMM/.SPOONERSURVEYORS.COM TBPLS FIRM NO. 10054900 PAR. 6- HiDON - EXH "B" - PG. 2 OF 2 i^� 12-20-21 �� OF �� P�� \ 5 T p,4� Ff. � / r� � * ° N 1 � ` < ERIC S. SPOONER � `` 5922 � �'`Es O¢/ `p . E�J D223053415 03/31/2023 08:45 AM Page: 1 of 8 Fee: $47.00 Submitter: Alamo Title Company - DFW Electronically Recorded by Tarrant County Clerk in Official Public Records ��,,u,� �,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHTS: IF Y�U ARE A NA TURA�. PERSDN, YDU MAY REMOVE OR STRIKE ANY DR ALL OF THE FOLLOWlIYG lNFORMATION FROM THIS 11VSTRUMENT BEFORE 1T lS FILED FOR RECDRD 1N THE PUBLIC RECORDS: YOUR SOC1A�, SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 'E023U3 Water 8� 5anitary Sewer Cantract 2Q19 WSM-G Parcel Na. 7 PWSFE 760U 8� 7606 Jacksbora Highway WILCOX, JACOB SURVEY Abstract 179 6 Tract 2101 8� 2142 � � � ; ��s � L� � �� ,K �,.�,�� ' ..�:� �f��' �l fI�% f1�� p�� ; � j_-15,� �...'!3 --•-� -� - -. - �s.. STAiE OF TEXAS COUNTY OF TARRANT § § KN�W ALL MEN BY THESE PRESENTS § CITY �F FORT WORTH WATER-SEWER FACILITY EASEMENT �ATE: ��Ld �Z-- GRANTOR: ROMANTIX-JACKSBQROINC. GRANTOR'S MAILING ADDRESS (including County}: 4fi55 N. COLORADO BLVD DENVER, COUNTY, CtTY 8�216 GRANTEE: CITY OF FORT W�RTH GRANT�E'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT W�RTH, TARRANT COUNTY, TX 761U2 CONSIDERATION: Ten Doflars ($10.00) and other �ood and valuable consideration, #he receipt and suffciency of which is F�ereby acknowledged. EASEMENT PROPERTY: BEING a tract af tand more particularly describeti in the attacheci Exhibit A and Exhibit B Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys ta Grantee, its successors and assigns, an exclusive, perpetual easemen# for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water-Sewer Facility, hereafter referred to as "Faciiity.'T The Facility includes all incidental underground and WATERSEW�R FACfLETY EASEMENT Rev. 26220169 FoR�a�r�. D223053415 Page 2 of 8 at�oveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and a11 times to enter the Easement Property, or any part thereof, far the purpose of constructing, operating, maintaining, replacing, u�grading, inspecting and re�airing said Facility. In no event shall Grantor (I) use the Easetnent Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II} erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billbaard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted #o install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, incfuding the restoration of any sidewalks, driveways, or simiiar surface improvements lacated upon ar adjacent to the Easement Property which may have been removed, relocated, altered, damaged, ar destroyed as a result of the Gran#es's use of the Easement Properly granted hereunder. Provided, however, that Grantee shall not be obiigated to restore or replace irriga#ion systems t�r other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchap�er E of the Texas Property Cade, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10E'' anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward #he use for which this property interest was acquired through eminent domain, and the repurchase price will be #he price the Grantee pays Grantor in this acquisition. The person signing this document on behalf af the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, reso[�tion, ordinance or other authorization of the Grantor. Grantee is fully en#itled to rely on this warranty and representation in accepting this permanent easetnent. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances there#o in anyway belonging un#o Grantee, its successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, atl and singular, #he said easemen# unto Grantee, its successors and assigns, against every person whomsoever ►awfully claiming or to claim the same or any part thereot. This document may be executed in multiple caunterparks, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plurai. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER-S�WER FACILITY EASEMENT Rev. 202201 Q9 FoR� H. D223053415 Page 3 of 8 GRANTOR: Romantix�lacksboro lnc. By: Mark Laber�ew ay: (Prii (Titl STATE OF TEXAS CDUNTY OF ?ARRANT ACKNOWi��GEMENT § § $ BEFORE ME, the undersign�d autharity, a Notary Public in and far the State of �as�� on this day personally appea�ed Mark Laberkew , of Romantix- Jacksboro, Inc., known to me to be the same person uvhose name is subscribed ta the foregoing instrument, and acknowledged #o me that the same was the act of Roman#ix- Jacksbora �nc. and that they execut�d the same as the act of said Romantix- Jacksbaro, Inc. for the purposes and consicieration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF flFF[CE this date of � �d��. [SEAL] REiVEE ANDERSON NOTARY PU9LtC 5tA1`� OF COIOFtAnO N�fiA�t' I� ��9�dod�d6� MY �pMM1��I�N �ft�IR�� MA�Fi� j � z03fi ACCEPTED BY: WATERSEWER FACILITY EASEMENT Rev. 2022Q169 ��'�, �.-'9... _. _.—___"-�. Notary Public, State of fi�Ras �� Name {printed):��,y� �,� ��y� Notary's commissian expires: `�' �� GRANiEE: City af Fort Worth Fox_, r� H. D223053415 STAiE OF TEXAS CfJUNTY OF TARRANT Danra SurAhslpf� ��l �Slgilc�l�lE�2}: paitaBvrghdoFt ov1A,2U2216:58C5Tj (Print i�ame) �arta Burghdoff (Tifle} AssistantCity Manager APPROVEb AS TO FORM AND LEGALITY .��`�e� ✓�,.�� 8y (Slgnature}: {Print Name} Matt Murray (Title) Assistant City Attorney ACKN�WLEQGEMENi § g g B�FOR� M�, the undersigned authority, a Notary Public in and for the Stat� of Texas, an this day p�rsonally appearad e- f�SS igf'��y} Ci ��/ MunQ � � af #he Cit f Fort Worth, a Texas home ruls municipal corparatiors, know to me to be the same person whose nama is subscribed tv the foregoing instrument, and acknor�vledged to me that the same was the act of the City of Fnrt Worth and that they executed the same as it�e act ofi the City of Fort Worth ior the purposes and consideration fherein expressed and in the capaclty therein stated. GlVEN UNDER MY HAND ANO S�aL O� OFFi�E this dafe o� iUvveM�f � .�a (SEALj ,�*r "�a D�CKSON FiC)8fr•� ,�`��„ NOtBry RI�b1iC-Stetr +�f %�. * * tartant C�: .� �''aof,�+� NokaryfD.#i.� • . , .. C�mm�ist� r,� ,. . ., ��, T�..r � ,� ,� . � �� C�ofa Fublic, State of Texas Narne (prinfedj: , Notary's commission expires: 4�y py DICKSON R081N _ � T�lpt�ary Publio-State af Tsxas * Ta�t�a�t County y r e" Notary !0 #1 AUG � 2018 Camm{se�on �xp. WATER-SEWER FAC3LRY EASEMENT Rev.20220109 FORTWOAT . Page4of8 D223053415 Page 5 of 8 EXFI[BlT "A" PARC�L 7 PERMAN��ST WATER & SANI'TARY SEiNER FAClf,lTY EASEM�NT CfTY OF �ORT WORTH, TARRANT CfluNTY, TEXAS BEING a O.1Z57 acre tract of la�d located in the Jacob Wilcox Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said (}.Z257 acre tract af land being a portion af a ca[led i.8f9 acre tract of land conveyed to CORINTHIAN REAL ESTAT@, L.I,.C., by deed thereof filed for record in Tarrant County Clerk's lnstrument No. �209061695, Officia] pub!{c Records, Tarrant Caunty, Texas {�.P.R,T.C.7.}, said 0.1257 acre tract of land 6eing a Permanent Water and Sanitary Sewer Facility Easement, and being mare particularly described by metes and bounds as foilaws: BEGINN{NG at a i/2 inch iron rad with a cap stamped "BRITAUV CRAWF�Rb" found (Controlfing Monumentj at a southeast property corner of the said 1.819 acre tract, same being a narthwest preperty corner of a caUed 0.221 acre tract af land described as "Parcel 118", conveyed to the State of Texas, 6y deed t�erenf filed for record in Tarrant County Clerk's lnstrument No. D2011p9033, O.P.R.T.C.T., said beginning point alsa having a NAD83 %xas Narth Central Zone {4202} grid coord9nate of N: 6,983,fi26.93 and E: 2,288,992.09; THENC�E South fi7'48'S9" West, along the most southerly property line of the said 1,819 acre tract and along the northwest property line af the said 0.221 acre tract, said northwest property line of the 4.221 acre tract being the existing north right-of-way line of State Highway No. 1.99 (being a �ariable ruidth public right-of-way also known as lacksbora HighwayJ, at a distance nf 114.11 feet passing a Texas Department of Transportation afuminum monument found at the most westerfy property cornEr of the said 0,221 acre tract, same being the north properry camer of a called 0.1a9 acre tract of iand described as "Parcef 17.7", conveyed to the State of Texas, by deed thereof filed for record in Tarrant County C[erk's lnstrument iVo. D2013.09034, Q.P.R.T.C.T., and continuing alang the said proper[y line and #he said right-of-way Eine, in all a tatal disiance af 229.89 feet to the most southerly property corner of the said 1.87.9 acre tract, same heEng a southeast property corner of a called 1.881 acre tract of land conveyed to the Hidan L�ving 7rust, by deed thereof filed for recard in Tarrant Caunty C[erk's Instrument No. D215175650, O.P.R.T.C.T; TH�NCE North 09'57'32" West, along the west property line of the said 1.819 acre tract and along the east property line of the said 1,881 acre tract, a distance of 25.57 feet; 7li�NCE over and across the said 1,819 acre tract the fpllowing c4urses and distances: North 67'48'S9" East, a d9stance of$6.33 feet; North 79°24'15" East, a distance of �4.86 feet; North 67°48'S9" East, a distance of 156,57 feet to a point an the east property [ine of the said 1.819 acre tract, same being a corner clip lacated at the intersection of the said north right-of-way line with the existing southwest right-of-way line of North Surfside Drive (heing a variable width public right-af-wayj; THENCE South 43.°45'23" West, along the said sautheast property line and tF�e said corner clip, a distance of 47.22 feet to the PflWT DF BEGININ{NG. The hereinabnve descrihed tract of [and contains a computed area of 0.12b7 acres (5,477 square feet) of land, more or less. The hearings recited herein abave are based on a iocal caordinate system based art NAD83 Texas North Central zone 4z02, derived from GPS RTK observations using the North Texas VRS Network {maintained hy Allterra Central, Inc.j I Eric S. Spoaner, a Registered Prafessional Land Sutveyar in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description af the easement tract descrihed herein�A� ob-o7-22 r 6 aF T i i�P��G�*R��+ � / � N �\ Eric 5, Spvoner, RPLS � ERiC S. SPOONER Y 5pooner & Associ2ies, ]nc. � �922 / Texas Registration No. 5922 � { TBPLS Firm No. 10454900 � o'�Es .��/ PARCEL 7� CORINTHIAN REAL ESTATE � EXHIBIT "A" � E t OF 2 Spooner & Associates, Inc„ 309 Byers Stree , Suite 140, Euless, i'exas 76039 - Pii. 817-b8S-8448 - espoonex@spooaersurveyars.eam - S&A 20047 . ��'� o- �� g'�dti ' �S'��tir bd � ' � . , �S'��b�� '��i-v_ ' o� 9 � � P � �o c°�� q� � �� A N � z w Q o � F- H-- .�, c> z � m -' 4 z � J � 02 � � 0= �� W� R �o � �O � � F� a O �� yn t) � �ti� U 4Q., � acnrn�; �,wo� �� w O � ��Z�: wZ.�O a J a U � � t �� I z� �j � � ,� v �� a� � � r .� I r I �. F. 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Inc. ta Stewart Tiile Guarantv Comnanv. Trustee, as recorded December 15. Z021 in clerk's file No. D2213fi5957 . i� the Real Property Records, of iarrant Caunty Texas, and hereby conse�ts ta the foregaing Easement executed by Romantix-Jacicsborn, lnc. to Citv of �ort Worth,�and juins in the execution h�reof salely as Lien Flolder and does hereby agree that in the event of the fareclosure of said mortgage, or other sale ofsaid property described 'rn said mortgage ar�d below under judicial vr nonyudicial proceedings, ihe sarr�e shall be sald sub�ect to said Easement. �c9, SEGNEfl Af�O EXECUTED THIS ��' �DAY O�� r�u.� � 202Z. Mission Vafley Bank BY: f�,�%Lt.�L.` ��... STATE OF } COUI�TY Ok�,,,_ j BEFORE ME, the unde ` ned authority, on this day �ersonally appeared . as, for Misslon Vallev Bank � known to rne to be the person who ac#cnowiedged to me that they ex ted the same forthe purposes and consideration therein expt'essed, in the capacity therein stated, as the a� d deed of said Lienholder. GIVEN UN�ER MY HAND AND SEAL OF OFFtCE THIS ``�,. day of . 2022. Notary Public,�of My commission expires: Page 7 of 8 �'�e �~�-�.��' D223053415 . - - -. . . • � <�:FL a_"�..i....a:r.�,r.�.r.� .� i........�:eat�<!cc✓.�er.�;!:C<i._«�\ i��v:ter.:�ei:C.*.,_�e.:C.�:�etz�r�- _ii-:r�e.:� n- _�._ciri-�• aer. o�:�ei�w .?::ih .c�...:\.<t.e.-.�.,z�v.'��er A notary public or other otfiCer completing this certificate verif(es only the identity of the individual who signed the , document to which this cer�frcate is attached, and n�t the truthfuiness, accuracy, or validity of that docUment, i State of C�Iifornia } Caunry of ....� S � �;�� •.e. <� } , �* . On �._:... �'..�m'�.,�,,._.�m_..�, before me, U . �; �� 3 � 1^ � t Date ere trtseri Name anc� Tiile of fhe icer personally appea W.��_.w:�...,,__.�.�.,.�...��,,_ -- -- � who prt�ved to me on the basis of satisfactory evidence to be the persan(s) whose name(s) is/are subscribed to the within instrument and acknawiedged to me that he/she/they executed the same in his/her/their authorized capacityties), and that try his/her/th�ir signature(s) on the instrument the person(s), or the entity upon behalf of which the person{s) acted, executed the instrumerrt. _...._. ry__ . . �. * 5. LOFidN•NESBiT ' Nata Publk • Califnrq}A z y LosAnpelesCa�nty _ Commisslan N 22912l2 ''��•-�` �1y Camm. Expires JuR 30, i833 1 certify under PENALTY OF PERJUAY under the laws of the State of California that Ehe foregoing Paragraph is t�ue and correct. WfTNESS �ny hand and officiai seal. Signature ' �� _ Slgna re of lVatary PubliC P/ace Notary Sea! Above CIPTI4NAL Though #his secfron is aptiorral, completing t/�is infQrmatfon can deter altera#ion of the document or freuduleni r+eaftachment of this form t� an unintended document. Description of Attached Document Titie or Type of Qocument: ---- -_-_--.�__-__�,:� �-_.::-�ry.:.W. _ ...,.�.. _ . Document Date: Number of Pages: .,�_v,_�_s....��,_...,_.. Signer{s� Other Than Named Abave: Capacity{iesj Claimed by Stgnar(sj Signer's Nanne• .,�,_ _ C3 Corporate Officer — Title(s): C] Partner -- � Limited ❑ General ❑ lndlvidual (,� Attomey in Fact ❑ Trustee � Guardian or Canservator � Other; Signer Is Representing: Signsr's fVame: � Corporate Officer — Title(s}: C� Partner -- O Limited CJ General � Individual ❑ Attorney in Fact D TrusEee ❑ Guardian or Conservator Q �ther: Sogner Is Represertting: Page 8 of 8 �2016 Natinnal iVotary Assaciation • www.NatianailVotary.org • �-800-US NOTARY (1-800-87fi-6827) [tem #5907 D223113668 06/28/2023 01:25 PM Page: 1 of 6 Fee: $39.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITYRIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAYREMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 102303 Water & Sanitary Sewer Contract 2019 WSM-G Parcel No. 8 PWSFE 7601 Jacksboro Highway WILCOX, JACOB SURVEY #33 Abstract 1716 Tract 2S STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH WATER-SEWER FACILITY EASEMENT DATE: Feb 27, 2023 GRANTOR: ANTHONY T. SPRINGFIELD/ D/B/A REAL ESTATE ENTERPRISES GRANTOR'S MAILING ADDRESS (including County): D/B/A REAL ESTATE ENTERPRISES PO Box 195 AZLE, TARRANT COUNTY, TEXAS 76098 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water-Sewer WATER-SEWER FACILITY EASEMENT FORT,�WO�R,TH. Rev.20220109 ; D223113668 Facility, hereafter referred to as "Facility." 7he Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interteres in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the Easement Property granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER-SEWER FACILITY EASEMENT Rev. 20220109 FoRr Wo�. �•� Page 2 of 6 D223113668 Page 3 of 6 GRANTOR: ANTHONY T. SPRINGFIELD/D/B/A REAL ESTATE ENTERPRISES /� , � � � B�l: ' 1 (Print Name) Anthon . S rin field (Title) �,�� ,..�� (7� ACKNOWLEDGEMENT STATE OF TEXAS § § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas on this day personally appeared Anthonv T. Sprinqfield , D�✓} plaa� fc�e. Er1�"'�°fQf1C2-1' of , known to me to be the same person whose name is subscribed to theJ foregoing instrument, and acknowledged to me that the same was the act of ni� oN l 1R�A � that they executed the same as the act of said n o �• � r �ie purpose and consideration therein expressed and in the capacity therein ated. � GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of �� .3 [SEAL] � R� P� DICKSON ROBIN Notary Public, State of Texas 2`P �;, Notary Public�State of Texas Name (printed): *� x Tarrant Counry Notary's commission expires: N4r``�ft�'tP Commission � AUG. 52, 2 Z6 WATER-SEWER FACILITY EASEMENT Rev. 20220109 FoR_ r,�o�rH. D223113668 ACCEPTED BY: GRANTEE: City of Fort Worth p + �Gr/?Gr �GLVGIGZG(Di� I.��I �SlgnalU�E�. DanaBurghdo(f(Fz 27,202 1 :SSCST) (Print Name) Dana Burghdoff (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY .��`�� ✓��r�� By (Signature): (Print Name) Matt Murray (Title) Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Dana Burghdoff , AssistantCityManager of the City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that they executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Feb 27, 2023 [SEAL] SELENR RLR Notary Public srArE oF rExAs Notary I,D,132422528 My Comm, Exp, Mar, 31, 2024 WATER-SEWER FACILITY EASEMENT Rev. 20220109 �•�-,�v Selena Ala (Feb 27, 2023 16:13 CST) Notary Public, State of Texas Name (printed): se�er,a a�a Notary's commission expires: 3/31/2024 Fo�L T.�o�rx. Page 4 of 6 D223113668 Page 5 of 6 EXHIBIT "A" PARCEL 8 PERMANENT WATER & SANITARY SEWER FACILITY EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.0345 acre tract of land located in the Jaco6 Wilcox Survey, Abstract No, 1716, City of Fort Worth, Tarrant County, Texas, said 0.0345 acre tract of land being a portion of the remainder of a called 2.07 acre tract of land conveyed to ANTHONY T. SPRINGFIELD, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D212281751, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 0.0345 acre tract of land being a Permanent Water and Sanitary Sewer Facility Easement, and being more particularly described by metes and bounds as follows: BEGINNING at a Texas Department of Transportation aluminum monument found an east property corner of a called 0.349 acre tract of land described as "Parcel 114", conveyed to the State of Texas, by deed thereof filed for record in Tarrant County Clerl<'s Instrument No. D200196495, O.P.R.T.C.T., said beginning point aiso having a NAD83 Texas North Central Zone (4202) grid coordinate of N: 6,983,186.65 and E: 2,289,033.23; THENCE South 07°13'09" East, along a southwest property line of the said 0.349 acre tract, said southwest property line being the existing south right-of-way line of State Highway No. 199 (being a variable width public right-of-way also known as Jacksboro Highway), a distance of 5.56 feet; THENCE departing the said existing right-of-way line, over and across the said 2.07 acre tract the following courses and distances: North 71°12'01" West, a distance of 65.23 feet to the beginning of a non-tangent curve to the left having a radius of 5,704.58 feet; Along said curve to the left, an arc length of 235.96 feet, and across a chord which 6ears South 69°02'23" West, a chord length of 235.95 feet to the west property line of the said 2,07 acre tract, same being the east property line of a called 0.876 acre tract of land conveyed to Anthony T. Springfield, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D207182191, O.P.R.T.C.T,; THENCE North 00°10'05" East, along the said property lines, a distance of 5.40 feet to the northeast property corner of the said 0.876 acre tract, same 6eing the most westerly southwest property corner of the aforesaid 0.349 acre tract, same being the said existing south right-of-way line of State Highway No. 199, and being at the beginning of a non-tangent curve to the right having a radius of 5,709.58 feet; THENCE along the said existing right-of-way line, with said curve the right, an arc length of 235.87 feet, and across a chord which bears North 69°03'32" East, a chord length of 235.85 feet to a Mag nail found at an angle point in the said right-of-way line; THENCE South 71°12'01" East, continuing along the said right-of-way line, a distance of 64.54 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0345 acres (1,504 square feet) of land, more or less. The bearings recited herein above are based on a local coordinate system based on NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS Network (maintained by Allterra Central, Inc.) I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description of the easement tract described herein. Eric S. Spooner, RPLS Spooner & Associates, Inc. Texas Registration No. 5922 TBPLS Firm No. 10054900 i ��. 10-20-22 r E �F T ; IGjP��G�STEnFo �`� � / N ` < ERIC S, SPOONER > ` 5922 � � °FES �"o�� ' � � ..".� � i.� l ,;-•�Fr-�o.�-. ;r'f ' �,� PARCEL 8� SPRINGFIELD � EXHIBIT "A"� PAGE 1 OF 2 Spooner & Associates, Inc., 309 Byers Street, Suite 100, Euless,'Cexas 76039 - PH. 817-685-8448 - espooner(�a spoonersurveyms.com - S&A 20047 � o 'd Cn 'd ui Q � � z w w O in � O O w o � Q Z � m � J J Q z �- Z � � N .�� Q � � O o� � ��o U r � Q � ~ Z O J J v> o �yZ� Q��F� NO�t H � N U N � � � f - 4 opU�� jj� Za ��UO Q y U U � m �yz� Q�y <to� O � � r N U t- o O w �� 4 o�a�a J�¢�Uo U U � � � W E-+ � W ~ � � � W w� Q �o w wz r V O r`r� O Q U � Q � o: �. Q . 0 ' �' � � � J � • Q � •zz � � O U � �--y � -. ��Q z�� U = � � S ao ZO �' m � � � U � m � �Q¢ j Q X � > Q � 0. 0 � Z j Q OO SC1 � � M J U M O � X U h � � M J � � � 0 � � f , r � �, �� '� M � N I U � �' ' M I N O �� I� !U � ��No LL Z ��mmC�7 O z ¢o•-o I— ? 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C.7 Z d � i � � a w O a � ui m � U W U Z � � w z _ � m � � 0 � N O � O T Z � U W Ci Q � � �W w a ; 9 zW � �z � � � � J ¢ U W � a � o �'' � a c� 9�0 9 a��d 899£ � �£ZZa D223113684 06/28/2023 01:29 PM Page: 1 of 6 Fee: $39.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDElVT1ALITYRIGH►S: IF YOU ARE A NATURAL PERSON, YOU MAYREMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE 1T IS F1LED FOR RECORD 1N THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CPN 102303 Water & Sanitary Sewer Contract 2019 WSM-G Parcel No. 9 PWSFE 7601 Jacksboro Highway WILCOX, JACOB SURVEY #33 Abstract 1716 Tract 2J STATE O F TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CiTY OF FORT WORTH WATER-SEWER FACILITY EASEMENT DATE: Feb 27, 2023 GRANTOR: ANTHONY T. SPRINGFIELD/ D/B/A REAL ESTATE ENTERPRISES GRANTOR'S MAILING ADDRESS (including County): D/B/A REAL ESTATE ENTERPRISES PO Box 195 AZLE, TARRANT COUNTY, TEXAS 76098 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING a tract of land more particularly described in the attached Exhibit A and Exhibit B Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, inspection and repair of a Permanent Water-Sewer WATER-SEWER FACILITY EASEMENT FOR�. Rev. 26220109 D223113684 Facility, hereafter referred to as "Facility." The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral fine connections, valves, pipelines, water meters, and junction boxes in, upon, under and across a portion of the Easement Property, more fully described in Exhibit A and Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing said Facility. In no event shall Grantor (I) use the Easement Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the Easement Property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the Easement Property granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10"' anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which this property interest was acquired through eminent domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition. The person signing this document on behalf of the Grantor warrants that he or she has the legal authority to execute this permanent easement for the purposes and consideration therein expressed, and in the capacity therein stated, and that such binding authority has been granted by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully entitled to rely on this warranty and representation in accepting this permanent easement. TO HAVE AND TO HOLD the above-described permanent easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. This document may be executed in multiple counterparts, each of which will be deemed an original, but which fogether will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] WATER-SEWER FACILITY EASEMENT Rev. 202201 D9 FoR� H. Page 2 of 6 D223113684 GRANTOR: ANTHONY T. SPRINGFIELD/ DIBIA REAI, ESTATE ENTERPRISES STATE OF TEXAS COUNTY OF TARRANT ACKN0INLEDGEMENT § § § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas ' on this day personally appeared Anthony T. Sprinqfield ,��h ,� � �uR �e.,( �t.,Lt �dsc�r� of , knawn to me to be the same person whose name is subscribed to�t foregoing instrument, and acknowledged ta me that the same was the act of �.�n��,o 1,SP�r+��id that they executed the same as the act of said �o� i ri� .:�for the p�rposes and consideration therein expressed and in the capacity therein sta ed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of [SEAL] Notar� Public, St�e of Texa� µY PV DICKSON ROBIN Name (printed): ?o`" �� Notary PublicrState of Texas Notary's commission expires: " * TarraM County N''faFt``+� Commisslon Exp. RUG.12 2026 WATER-SEWER FACILITY EASEMENT Rev. 2D220109 2� / 23 FoR�o�rH. Page 3 of 6 D223113684 ACCEPTED BY: STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City af Fort Worth ��a ��G��fa�' B�/ �SIgI�atUrE�. DanaBurghdoff(Fe 27,202 1 :SSCST) (Pr;nt Name� Dana Burghdoff (Title) Assistant City Manager APPROVED AS TO FORM AND LEGALITY By {Signature): `��G� `�� (Print Name) Matt Murra (Title) Assistant City Attorney ACKNOWLEDGEMENT . BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Dana Burghdoff , AssistantCityManager of the City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that they executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Feb 27, 2023 [SEAL] pRYp�e SELENAALR �% Notary Public � STATE OF TEXAS �r� �Q� Notary I,D,132422528 oF My Comm, Exp, Mar, 31, 2024 WATER-SEWER FACILITY EASEMENT Rev. 20220109 �a+x�4-,�iv Selena Ala {Feb 27, 202316:13 CST) Notary Public, State of Texas Name (printed): se�enaata Notary's commission expires: 3/31/2024 FoR` T�Wro�uTH. Page 4 of 6 D223113684 Page 5 of 6 EXHIBIT "A" PARCEL 9 PERMANENT WATER & SANITARY SEWER FACILITY EASEMENT CITY OF FORT WOR7H, TARRANT COUNTY, TEXAS BEING a 0.0200 acre tract of land located in the Jacob Wilcox Survey, Abstract No. 1716, City of Fort Worth, Tarrant County, Texas, said 0.0200 acre tract of land being a portion of a called 0.876 acre tract of land conveyed to ANTHONY T. SPRINGFIELD, by deed thereof filed for record in Tarrant County Cierk`s Instrument No. D207182191, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 0.0200 acre tract of land being a Permanent Water and Sanitary Sewer Facility Easement and being more particularly described by metes and bounds as follows: BEGINNING at the northeast property corner of the said 0.876 acre tract, same being the southeast property corner of a called 0.274 acre tract of land described as "Parcel 113", conveyed to the State of Texas, by deed thereof filed for record in Tarrant County Clerl<'s Instrument No. D201257770, O.P.R.T.C.T., said beginn'sng point also being on the west property line of a called 2.07 acre tract of land conveyed to Anthony T. Springfield, by deed thereof filed for record in Tarrant County Clerl<'s Instrument No. D212281751, O.P.R.T.C.T., said beginning point also having a NAD83 Texas North Central Zone (4202} grid coordinate of N: 6,983,123.17 and E: 2,288,751.90; THENCE South 00°10'05" West, along the east property line of the said 0.876 acre tract and along the west property line of the said 2.07 acre tract, a distance of 5.40 feet; THENCE South 67°51'S9" West, departing the said property lines, over and across the said 0.876 acre tract, a distance of 174.49 feet to the west property line of the said 0.876 acre tract, same being the east property line of a called 0.2986 acre tract of land conveyed to Boungnou Phaxay, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D219208621, 0. P.R.T.C.T.; THENCE North, along the said property lines, a distarrce of 5.40 feet to the northwest property corner of the said 0.876 acre tract, same being the northeast property corner of the said 0.2986 acre tract, and being the southwest property corner of the aforesaid 0.274 acre tract; THENCE North 67°51'S9" East, along the northwest property line of the said 0.876 acre tract and along the southeast property line of the said 0.274 acre tract, said southeast property line of the 0.274 acre tract being the existing south right-of-way line of State Highway No. 199 (being a variable width public right-of-way also known as Jacksboro Highway), a distance of 174.51 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0200 acres (872 square feet) of land, more or less. The bearings recited herein above are based on a local coordinate system based on NAD83 Texas North Central Zone 4202, derived from GPS RTK observations using the North Texas VRS Networl< (maintained by Allterra Central, Inc.) I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description of the easement tract described herein. �� io-2o-22 / P � �oF r �\ � �� s rFR F+ / � �- * �° U, \ / 1 < ERIC S. SPOONER � � 5922 � ` � °Fes O�/ •' ` p �iI . > .�g*`'�. ��,�'i�,.:�:. .�, �. Eric S. Spooner, RPLS Spooner & Associates, Inc. Texas Registration No. 5922 TBPLS Firm No. 10054900 PARCEL 9� SPRINGFI�LD � EXHIBIT "A" � PAGE 1 OF 2 Spooner & Associales, Inc., 309 Byers Street, Suite 100, Euless, Texas 76039 - PH. S 17-685-5448 - espooner@spoonersurveyors.com - S&A 20047 D223113684 LINE TABLE NO. DIRECTlON DIST. Ly SQQ°9Q't15"W 5.4Q' L2 NOR7H 5.40' Crv��C�� NJG� � �� dQ Q �,�pQ�4 G�� ' 1��' 199 � o`�' �1��o P O N\GN� P�l . . 5�� R�PP�j � S��R POINT OF . A� BEGINNING N: 6, 983,123.17 E: 2,288,751.90 P2 (NAD83 — GRID) P3 � `5/8" IRF L2 CALLED: 0.2986 ACRES BOUNGNOU PHAXAY T.C.C.I. NO. D219208621, O.P.R.T.C.T. � I� 1��5�'''�� 5g"� �� . �r N6�a51''�� 1�� l49 � .o /' S t59' � � I ' s6�o /� � � PERMANENT WATER & SANITARY SEWER FACILJTYEASEMENT Z 0.0200 ACRES (872 SQ. FT.) F- � u n �C � n � CALLED: 0.876 ACRES ANTHONY T. SPRINGFIELD T.C.C.I. NO. D207182191, O.P.R.T.C.T. 0 26' 50' GRAPHIC SCALE IN FEET 1"=50' P1 CALLED: 0.349 ACRES STATE OF TEXAS "PARCEL 114" IN T.C.C.I. NO. D2Q0196495, O.P.R.T.C.T. Page 6 of 6 MAP OF EXHIBIT "B" SEEATTACHED METES & BOUN�S DESCRIPTIQN ON PAGE 1 NEREfN o�p �.p W � . . L� P1 Y �/ / � REMAINDER OF CALLED: 2.07 ACRES ANTHONY T. SPRINGFIELD T.C.C.I. NO. D212281751, O.P.R.T.C.T. � ��— PROPERTY LINE � CALLED: 0.274 ACRES STATF OF TEXAS "PARCEL 113" IN T.C.C.I. NO. D201257770, O.P.R.T.C.T. P3 CALLED: 0.128 ACRES STATE OF TEXAS "PARCEL 112" 1N T.C.C.I. NO. D200189819, O.P.R.T.C.T. PERMANENT WATER & SANITARY SPOONER& SEWER FACILITY EASEMENT WATER & SANITARY S�EWER REPLACEMENT �SS��T� CONTNiCT LO17 WSM ^' G� REGISTE0.EDPROFESSIOHALLANPSURVEYORS CITY OF FORT WORTH, TAR.RANT COLTNTY, TEXAS ' '' PROPERTY: ANTHONY T. SPRINGFIELD, T.C.C.f. N0, D20718Z191, O,P.R.T.C.T. 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 WHOLEPROPERTYACREAGE: CALLED 0.876ACRE5 (DEED) (817]685-844$ 1NWW.SPOONERSlJRVEYORS.COM 20047 PARCEL 9 SPRINGFIELD PERMANENT.dwg TBPLS FIRM NO. 1005d900 s&a �oe No.: zoo4� DRAWN BY: R. HENDERSON PAR. 9� SPRINGFIELD � EXHIBIT "B" � PAGE 2 OF 2 DATE: 10/20/2022 CHECKED BY: E. SPOONER +�.� 70-20-22 r E °F r � / P� � � s reR F-�- � / � �-`` * �° �,1 < ERIC S. SPOONER > \` 5922 � � � 0 . � Ffss,� �O � �� D�,�:�� i�>,�.��,,, GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 GEOTECHNICAL ENGINEERING STUDY WATER AND SANITARY SEWER LINE REPLACEMENTS JACKSBORO HIGHWAY AND N. SURFSIDE DR. FORT WORTH, TEXAS Presented To: Burgess & Niple, Inc. June 2020 PROJECT NO. 1662-20-09 7636 Pebble Drive CMJ ENGINEERING, INC. Fort Worth, Texas 76118 www.cmjengr.com June 9, 2020 Report No. 1662-20-09 Burgess & Niple, Inc. 3950 Fossil Creek Boulevard, Suite 210 Fort Worth, Texas 76137 Attn: Mr. William D. Wendland, P.E. GEOTECHNICAL ENGINEERING STUDY WATER AND SANITARY SEWER LINE REPLACEMENTS JACKSBORO HIGHWAY AND N. SURFSIDE DR. FORT WORTH, TEXAS Dear Mr. Wendland: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 19-7446 (Revised) dated January 6, 2020. The geotechnical services were authorized via Agreement for Subconsultant Services with Burgess & Niple, Inc. dated Aprif 20, 2020 and executed by Mr. Steven Sanders. Engineering analyses and recommendations are contained in the text section of the report. The results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service #o Burgess & Niple, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 ri ��ec� �nyineer Texas No. 127818 copies submitted �2��- Patrick J. Whalen, G.I.T. Project Geologist Certificate No. GIT-268 (2) Mr. William D. Wendland, P.E.; Burgess & Niple, Inc. (mail and email) Phone (817) 284-9400 Fas {817} 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION ------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS -------------------------------------------------------------------------------------- 4 4.0 TRENCH / BORE EXCAVATIONS --------------------------------------------------------------------------------- 6 5.0 EARTHWORK----------------------------------------------------------------------------------------------------------- 9 6.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------- 12 7.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 12 APPENDIX A Plate Plan of Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3 Logs of Borings ------------------------------------------------------------------------------------------------------ A.4–A.11 Particle Size Distribution Reports ------------------------------------------------------------------------------- A.12–A.14 Report No. 1662-20-09 CMJ ENGINEERING, INC. 1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of water and sewer line replacements along Jacksboro Highway (SH 199) in Fort Worth, Texas. The 8-inch water line replacement traverses along the length of Road Runner Circle and to the east along the north side of SH 199 to Love Circle for a total length of approximately 4,600 feet. The proposed 8-inch sewer line replacement is approximately 3,000 linear feet and traverses from approximately 1,000 feet east of Road Runner Circle along the north side of SH 199 to Love Circle. The sewer line replacement then traverses south to Watercress Drive, crossing SH 199 at N. Surfside Drive/Love Circle. This crossing is anticipated to use directional bore techniques for pipe installation. In addition, an approximate 650 linear-foot reach of new water and sewer service is proposed along the south side of SH 199, extending to the west from N. Surfside Drive. Anticipated pipe depths are 8 feet or less. The project vicinity and approximate locations of exploration borings are illustrated on Plate A.1, Plan of Borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop comments on general excavation and directional boring, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the pipelines could change. The recommendations contained in this report are based on data supplied by Burgess & Niple, Inc. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No. 1662-20-09 CMJ ENGINEERING, INC. 2 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by eight (8) vertical soil borings. Borings B-1 through B-4, B-7 and B-8 were drilled to depths of 10 to 15 feet in the vicinity of the proposed water and sewer lines. Borings B-5 and B-6 were drilled to depths of 25 feet in the area of the proposed bore crossing. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.11 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit the loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Report No. 1662-20-09 CMJ ENGINEERING, INC. 3 Disturbed samples of the non-cohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split-barrel (split-spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free-fall vertical distance of 30 inches, driving the split-spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170- pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring log. Groundwater observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping or with asphalt as appropriate. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and particle size analyses), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. The particle size analyses are presented on Plates A.12 through A.14. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No. 1662-20-09 CMJ ENGINEERING, INC. 4 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Asphalt paving was present at the surface in Borings B-1 and B-2 with a thickness of 4 to 5 inches. Soils encountered consist of various dark brown, brown, light brown, dark reddish brown, light reddish brown, reddish brown, and tan sandy clays, silty sandy clays, clayey sands, and sands. The various soils often contain iron stains, ironstone nodules, gravel, calcareous nodules, and occasional limestone fragments. The various soils encountered had tested Liquid Limits (LL) of 20 to 46 with Plasticity Indices (PI) of 8 to 27 and are classified as SP, SC, and CL according to the USCS. The various clayey soils encountered vary from firm to hard (soil basis) with pocket penetrometer values ranging from 1.25 to over 4.5 tsf. Tested dry unit weight and unconfined compressive strength values range from 111 to 128 pcf and 1,090 to 30,300 psf, respectively. Select lower pocket penetrometer readings and strength values reflect more granular materials. Light brown and tan sand was next encountered in Borings B-3, B-5, B-6, and B-7 at depths of 4 to 16 feet. The sand occasionally contains gravel and iron stains. The sand is considered a medium dense to very dense in consistency, with Standard Penetration test (N) values of 18 to 52 blows for 12 inches of penetration. Borings B-5 through B-7 were terminated within the sands at depths of 15 to 25 feet. Tan limestone was observed at depths of 3 to 13 feet in Borings B-1 through B-3. The tan limestone is considered very hard (rock basis), with Texas Cone Penetrometer (THD) test values of to inch of penetration for 100 hammer blows. Borings B-1 through B-3 were terminated in the tan limestone at depths of 10 to 15 feet. Report No. 1662-20-09 CMJ ENGINEERING, INC. 5 3.2 Groundwater Observations The borings were drilled using continuous flight augers in order to observe groundwater seepage during drilling. Groundwater seepage was encountered during drilling in Borings B-3 and B-7 at depths of 8 to 12 feet below the existing grade. Groundwater levels of 7 to 13 feet were measured at drilling completion in Borings B-3 and B-7, respectively. Borehole cave-in was noted in Boring B- 3 at 7 feet at drilling completion. Groundwater was not observed during drilling in the remaining borings and these borings were dry at completion. Table 3.2-1 summarizes the water levels observed during drilling operations. TABLE 3.2-1 Groundwater Observations Boring No. Seepage During Drilling (ft.) Water at Completion (ft.) B-1 Dry Dry B-2 Dry Dry B-3 8 7, w/ cave-in at 7 feet B-4 Dry Dry B-5 Dry Dry B-6 Dry Dry B-7 12 13 B-8 Dry Dry Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Groundwater can occur in joints in the clays, atop the limestones, or via more permeable strata and should be considered when developing the design and construction plans for the project. Water traveling through the soil (subsurface water) is unpredictable. This could be due to seasonal changes in the groundwater and due to the unpredictable nature of groundwater paths. Therefore, it is necessary during construction for the contractor to be observant of groundwater seepage in excavations in order to assess the situation and take appropriate action. Report No. 1662-20-09 CMJ ENGINEERING, INC. 6 4.0 TRENCH / BORE EXCAVATIONS 4.1 Expected Subsurface Conditions The various soil materials encountered in the borings can be excavated using conventional earthwork equipment. Where more granular clayey sands or sands are present, some caving may occur due to the low-plasticity nature of these materials and with the presence of groundwater encountered in select borings. Notably, sand and gravel were observed in Boring B-3 from 4 to 13 feet and in Borings B-5, B-6, and B-7 below depths of 11 to 16 feet. In addition, very hard limestone was encountered in Borings B-1, B-2, and B-3. Heavy-duty specialized equipment will likely be required to excavate through the very hard limestone. In addition, overexcavation should be anticipated within the major limestone units. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. 4.2 Open Cut The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays, it is expected that near-vertical excavation walls will be possible. For excavations which occur through firm clays or granular soils, (as should be expected in the areas of Borings B-3, B-4, B-7, and B-8), or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped, or temporary bracing must be provided, regardless of the soil conditions encountered. The design of any trench or excavation safety plans required is the contractor’s responsibility. 4.3 Directional Bore Comments The results of the exploration borings indicate the presence of granular materials in select borings as well as occasional groundwater seepage. These conditions will complicate directional boring operations. The more granular strata can serve as conduits to direct water towards the bore excavation. Water seepage can decrease the stability of the bore/tunnel excavation and result in ground subsidence. Proper dewatering as discussed below, is imperative for excavation stability. Otherwise, the predominate natural sandy clay, silty sandy clay, clayey sand, and sand materials are generally good materials for bore/tunneling operations. Report No. 1662-20-09 CMJ ENGINEERING, INC. 7 4.4 Trench / Bore Pit Dewatering As discussed in Section 3.2, Groundwater Observations, groundwater conditions can vary with seasonal fluctuations in rainfall. In the case that groundwater is encountered, controlling the groundwater is essential to the construction of the proposed water and sewer lines. Failure to control any encountered groundwater could result in excavation collapse, excavation bottom heave, an unstable bottom and detrimental pipeline settlement and pipe deflections after backfilling. Groundwater levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. If water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor’s responsibility. 4.5 Soft Trench Bottom Conditions Soft trench bottom conditions are unlikely where the trench bottom is situated in the natural soils or limestones near the planned 8-foot pipe depth, but soft conditions may occur in select reaches. Control of groundwater as discussed above is the key to avoiding an unstable trench bottom in more granular soils, as well as cohesive soils. Unstable trench bottoms are unsuitable for support of the proposed pipelines. Soft clays or saturated sands could occur where groundwater is present. In any areas where unsuitable bearing materials are encountered at the planned invert elevation, the trench bottom can be prepared using the following method: Under-cut to a suitable bearing subgrade and replace it with a structural compacted fill. The over-excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over-excavation backfill should be surrounded with a geotextile consisting of Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free-draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9-inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTM D 4253 and D 4254. 4.6 Excavation Considerations If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Report No. 1662-20-09 CMJ ENGINEERING, INC. 8 Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls and thereby help reduce lateral ground movements near existing structures. A pre-construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. 4.7 Trench Backfill Pipe embedment should be a coarse-grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above the pipe a minimum of 6 inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Backfill should be compacted in maximum 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where the settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28- day compressive strength ranging between 50 and 200 psi. 4.8 Trench Backfill Settlement The settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on-site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. Report No. 1662-20-09 CMJ ENGINEERING, INC. 9 The trench backfill could be over-built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over-built by one foot and sloped down to match grade at the edge of the excavation. 4.9 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material. 5.0 EARTHWORK 5.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill materials should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required Report No. 1662-20-09 CMJ ENGINEERING, INC. 10 for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand- operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. General fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. Crushed stone should be compacted via three passes of a vibratory roller over a 6-inch lift. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas, the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 5.3 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Report No. 1662-20-09 CMJ ENGINEERING, INC. 11 Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.4 Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 5.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 5.6 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. Report No. 1662-20-09 CMJ ENGINEERING, INC. 12 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. Report No. 1662-20-09 CMJ ENGINEERING, INC. 13 With regard to groundwater conditions, this report presents data on groundwater levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the groundwater table can occur with passage of time due to variations in rainfall, temperature, and other factors. Also, this report does not include quantitative information on rates of flow of groundwater into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. Report No. 1662-20-09 CMJ ENGINEERING, INC. 14 The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Burgess & Niple, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. * * * * 0250 500 FEETAPPROXIMATE SCALELEGEND:Boring LocationB-7B-6B-8B-4B-3B-2B-1B-5N. Surfside DriveSommerville Place RoadHwy 199 Frontage RoadJacksboro HIghway / Hwy 199N. S h o r e Dri v e Rankin Road Logan Lane Midland DriveSOURCE: GOOGLE EARTH, 2020; IMAGERY DATE: 10/26/2019 Fine-grained soils (More than half of material is smaller than No. 200 sieve)Sands (More than half of coarse fraction is smaller than No. 4 sieve size)Gravels (More than half of coarse fraction is larger than No. 4 sieve size)Sands with fines (Appreciable amount of fines)Clean sands (Little or no fines)Gravels with fines (Appreciable amount of fines)Clean gravels (Little or no fines)Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW Grp. Sym. Peat and other highly organic soils Organic clays of medium to high plasticity, organic silts Inorganic clays of high plasticity, fat clays Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Organic silts and organic silty clays of low plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Clayey sands, sand-clay mixtures Silty sands, sand-silt mixtures Poorly graded sands; gravelly sands, little or no fines Well-graded sands, gravelly sands, little or no fines Clayey gravels, gravel-sand- clay mixtures Silty gravels, gravel-sand-silt mixtures Poorly graded gravels, gravel- sand mixtures, little or no fines Well-graded gravels, gravel- sand mixtures, little or no fines Typical Names Determine percentages of sand and gravel from grain size curve. Less than 5 percent.....................................................GW, GP, SW, SP More than 12 percent....................................................GM, GC, SM, SC 5 to 12 percent...........................Borderline cases requiring dual symbolsLiquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. less than 4 Not meeting all gradation Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. greater than 4 Not meeting all gradation PLATE A.2 requirements for SW requirements for GW UNIFIED SOIL CLASSIFICATION SYSTEMCoarse-grained soils (more than half of the material is larger than No. 200 sieve size)Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows:Laboratory Classification Criteria Highly Organic soilsSilts and clays (Liquid limit greater than 50)Silts and clays (Liquid limit less than 50)Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols Major Divisions 0 10 20 30 40 50 60 70 80 90 1000 10 20 30 40 50 60 CL-ML4 7 CL CH OH and MH ML and OL Liquid Limit Plasticity ChartPlasticity IndexCu= -----D60 D10 greater than 6:CC= -------------- (D30)2 D10 x D60 between 1 and 3 Cu= -----D60 D10 greater than 4:CC= --------------(D30)2 D10 x D60 between 1 and 3 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE SAND SANDY SHALE SILT SILTY SANDSTONE HIGHLY PLASTIC CLAY CLAYEY CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-� Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud ASPHALT, 4 inches thick 1.5 48 26 14 12 16 SANDY CLAY / CLAYEY SAND, brown, reddish 1.5 18 113 1830 brown, and dark reddish brown, w/ iron stains and ironstone nodules, stiff 2.25 17 LIMESTONE, tan, w/ clay seams, very hard 00/0.62 " 6 5 00/0.37 " 1 ----------------------- LOG OF BORING NO. B-1 PLATE A.4 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-2 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0' Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud ASPHALT, 5 inches thick 4.25 49 29 15 14 13 SILTY SANDY CLAY, light reddish brown to light brown, w/ gravel, limestone fragments, and iron stains, very stiff � LIMESTONE, tan, w/ clay seams and layers, very hard 3.75 11 - 1' thick, light brown silty clay layer at 3' 00/0.62 " 5 00/0.62 " 1 ----------------------- LOG OF BORING NO. B-2 PLATE A.5 9'`d 31b��d £-8 �ON JNIb08 �O JO� ----------------------- 5� u�l '3NOlS3Wll 06 8 L ,L 3e ui-ane� - .�::�::• �.:��.� S g gZ asuap wrnpaua qanea6 /nn 'ue} `aN`dS L 9L'Z ,£ nnolaq }}!;s - 6 bl 5l 6Z 0£ +5'b paey '�anea6 pue 'sa�npou auo�suai 'suie;s uai �M `unnoaq 0£ 6b 9l 6 Ol +5'b 4sippa� �{aep 'aN`dS A3ll`dl� / Atll� AaN`dS b lanea6 /nn 'uMoaq 'aN`dS A3.lt�� C�C �C C�� r� rr cn� ��W � A 0 0� N� o o Qv � v �'� � v �m o p m �� o . r: �� p � r:� r:� < y ' F � C� �-� � n� �� x � � a�� T��' o 0 �, N = _ � �- � .�� o � v � uoi}dia�saa uan�ea}S � �, � n�, m �� o Z Q- � °' `� v ��- ° �° � � � T 3 N � � a � • 0 N � �1 `d��lM `Lti-8 ad�(1 uoi;ena13 a�e}�ng OZ-9-S a;�a .0'S � y}daa uoi}a�duao� uoi}a�duao� uoi;a�dwo�;e ,L;e ui-ane� pue �a;enn :fiui��iap fiuianp .8;e aGedaaS 6'd a��ld aaS suoi}enaasqp aa;e/� uoi�e�o� sexal `y�o/N �o� £"8 60-OZ-Z99 � ;ua�ua�e�dab �annaS iGe�iueS �g �a�eM }�afad �oN 6uuo8 •oN }�afad JNI �NI2IHHNI�NH r�� Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-4 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 15.0' Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud CLAYEY SAND, brown 3 SANDY CLAY / CLAYEY SAND, dark reddish 3.75 9 brown, w/ iron stains and ironstone nodules, firm to very stiff 2.5 23 14 9 10 1.25 10 SANDY CLAY, dark reddish brown, w/ iron stains 3.0 12 115 1090 5 and gravel, stiff to very stiff 4.25 10 - hard below 9' 4.5+ 46 19 27 10 1 4.5+ 10 1 ' ----------------------- LOG OF BORING NO. B-4 PLATE A.7 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-5 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 25.�. Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud CLAYEY SAND, tan and brown, w/ calcareous 1.75 3 nodules SANDY CLAY, dark brown, dark reddish brown, 4.5+ 39 15 24 13 reddish brown, and brown, w/ iron stains, 4.5+ 14 calcareous nodules, and ironstone nodules, hard 4.5+ 13 - grades light reddish brown below 4' 4.5+ 75 34 14 20 12 124 5 4.5+ 12 4.5+ 11 128 30300 1 - very stiff below 14' 3.75 11 1 SAND, tan, w/ gravel, medium dense 25 6 1 2 SAND, tan, w/ gravel, very dense :::.:::;. 52 2 ��::::�:� ----------------------- LOG OF BORING NO. B-5 PLATE A.8 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-6 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 25.�. Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud CLAYEY SAND, tan and brown 4.5+ 6 SANDY CLAY, dark reddish brown, w/ iron stains 4.5+ 60 31 15 16 12 and gravel, very stiff to hard 4.0 17 4.5+ 15 - w/ ironstone nodules below 4' 4.25 14 5 - grades reddish brown below 7' 4.5+ 29 15 14 14 3.5 12 114 2220 1 - grades light reddish brown, w/ calcareous nodules 4.0 57 24 15 9 10 111 � below 14' SAND, tan, medium dense 18 2 :::.:::;. 25 2 ��::::�:� ----------------------- LOG OF BORING NO. B-6 PLATE A.9 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-7 Fort Worth, Texas Location Water Observations See Plate A.1 Seepage at 12' during drilling; water at 13' at completion Completion Completion Depth 15.0' Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud CLAYEY SAND, tan, light brown, and reddish 2 brown, w/ iron stains 1.75 36 26 13 13 6 SANDY CLAY, dark reddish brown, w/ iron stains 4.5+ 10 and ironstone nodules, hard 4.5+ 12 4.5+ 23 15 8 10 123 26550 5 - stiff to very stiff below 7' 2.75 8 3.0 9 1 ""�'•� SAND, light brown, w/ iron stains, medium dense �::��:`:; �.:��::. •:::::::: 39 20 � :::.:::� ----------------------- LOG OF BORING NO. B-7 PLATE A.10 Project No. Boring No. Project Water & Sanitary Sewer Replacement CMJ ENc�NEER�Nc �Nc. 1662-20-09 B-$ Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 15.0' Date 5-6-20 Surface Elevation Type B-47, w/CFA LL N O , L � Q- � � � � LL Q' �' f6 �"6 Z o � L.L � tA � o � � Stratum Description o � � �� o � Y � � � � � � N � N� c -a _ �'_'� w3„ y p(„) c Q-a W C'1 3�LL N� �- N= Naxi u'c c�.>E� o�u? m.a� a� m� m-a 'o o'c� c o 0 � � md� dfn JJ dJ d� �U �J �Ud SAND / CLAYEY SAND, light brown, brown, and 3 reddish brown, w/ iron stains and limestone fragments � SANDY CLAY / CLAYEY SAND, dark reddish 4.25 40 20 12 8 9 126 4730 brown and dark brown, w/ iron stains, ironstone nodules, and occasional gravel, stiff to hard 3.0 11 4.5+ 9 5 2.5 11 121 2630 3.25 52 30 13 17 14 115 1 4.5+ 15 1 ----------------------- LOG OF BORING NO. B-8 PLATE A.11 Particle Size Distribution Report C C O O O �VU 90 so �o W 60 Z L� Z 50 W U � a 40 30 zo 10 C C C� .0 - -� O N M O[� (O O � N CO M N n � �k �k # # # # # I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 10 1 0.1 0.01 0.001 % +3" % Gravel Coarse Fine 0.0 0.0 0.0 GRAIN SIZE - mm. % Sand aarse Medium � Fine 0.2 0.3 24.4 % Fines Silt Clay 40.3 34.8 D C C USCS AASHTO Remarks: Colloids � LL � PL � D85 I �sa � �50 � �30 � 34 � 13 � 0.1077 � 0.0457 0.0294 0.0022 Material Description Project No. 1662-20-09 Client: Burgess & Niple, INC. Project: Water and SS- Contract 2019-WSM-G-Jacksboro Hwy o Depth: 4-5 Sample Number: B-5 Date: o CMJ ENGINEERING, INC. Fort Worth, Texas Plate A.12 Particle Size Distribution Report < < 1UU 90 80 �o w so z � Z 50 W U � w 40 � 30 20 10 c c c � C � � � o N � o � o y� N (D c7 N n \ �k �k � Xk ik �k ik � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I � � � � � � � � � � � � � � I I I I I I I I I I I I I I � � � � � � � � � � � � � � � � � I � � � � � � � � � � � I I � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � 100 10 1 0.1 0.01 0.001 o�o +3„ % Gravel Coarse Fine 0.0 0.0 0.0 GRAIN SIZE - mm. % Sand �arse Medium Fine 0.1 0.5 42.5 Colloids LL PL D D D D 24 15 0.1429 0.0824 0.0456 0.0236 Material Description ..� Project No. 1662-20-09 Client: Burgess & Niple, INC. Project: Water and SS- Contract 2019-WSM-G-Jacksboro Hwy o Depth: 14-15 Sample Number: B-6 Date: o CMJ ENGINEERING, INC. Fort Worth, Texas ❑� % Fines Silt Clay 3 9.4 17.5 USCS I AASHTO Remarks: Plate A.13 Particle Size Distrib�ution Report C C O O O 10C 9C sa �o w 60 Z L�. Z 50 W U � a 40 30 20 10 C C C � .0 _ _ � O N M OY � O � N c0 c� N � \ � x* �k �k # # �k �k �k � � � � � i � � � I � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � � � I � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 10 1 0.1 0.01 0.001 a�a +3„ °/a Gravel Coarse Fine 0.0 0.0 0.2 GRAIN SIZE - mm. % Sand �arse Medium � Fine 0.2 1.2 46.5 Colloids LL PL D D D D 30 13 0.2795 0.1256 0.0685 0.0189 Material Description Project No. 1662-20-09 Client: Burgess & Niple, INC. Project: Water and SS- Contract 2019-WSM-G-Jacksboro Hwy o Depth: 9-10 Sample Number: B-8 Date: o CMJ ENGINEERING, INC. Fort Worth, Texas L % Fines Silt Clay 29.8 22.1 USCS I AASHTO Remarks: Plate A.14 City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 PPaaggee 11 ooff 22 Laboratory Test Results for Tyler Place, Sommerville Pl Rd, and Surfside Drive Coring Project 06/04/2021 Project: CPN# 102303 Date Tested: 06/04/2021 Requested by: Walter Norwood This report presents the results of a street coring project for CPN #103047. Mr. Stephen Overton and Mr. Daniel Wright performed the cores, and Mr. Zelalem Arega reviewed and approved the results. TTyylleerr PPllaaccee ((EEllllaa YYoouunngg ttoo SSoommmmeerrvviillllee PPllaaccee RRdd..)) HOLE # 1 LOCATION: 50’ S of Sommerville Pl. Rd. (S/4) 1.00” HMAC 15.00” Brown Sand with gravel HOLE # 2 LOCATION: 150’ N of Ella Young Dr. (N/4) 1.00” HMAC 15.00” Brown Sand with gravel Sommerville Place Rd. (Tyler place to Ella Young) HOLE # 3 LOCATION: 150’ W of Ella Young Dr. (W/4) 4.00” HMAC 12.00” Stabilized Material- Brown Sand with gravel ( LL -22 , PL -11 , P.I. -11 ) %Shrinkage: 8 City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 PPaaggee 22 ooff 22 HOLE #4 LOCATION: 7719 Sommerville Place Rd. (E/4) 4.00” HMAC 12.00” Stabilized Material- Brown sand and gravel Surfside Drive (Watercress to Jacksboro Hwy.) HOLE #5 LOCATION: 250’ S of Jacksboro Hwy (S/4) 2.25” HMAC 7.00” Stabilized Material 6.75” Greyish Brown Clay with gravel ( LL -29 , PL -13 , P.I. -16 ) %Shrinkage: 8 HOLE #6 LOCATION: 100’ N of Watercress (E/4) 1.25” HMAC 15.75” Stabilized Material- Brown sand with gravel Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 PPaaggee 11 ooff 22 Laboratory Test Results for Roadrunner Road Coring Project 6/29/2021 Project: CPN# 102303 Date Tested: 6/24/2021 Requested by: Walter Norwood This report presents the results of a street coring project for CPN #102303. Mr. Stephen Overton and Mr. Daniel Wright performed the cores, and Mr. Zelalem Arega reviewed and approved the results. HOLE # 1 LOCATION: 2.50” HMAC 13.50” Brown sandy clay with gravel (LL- 23, PL- 12, PI- 11) Shrinkage: 5% HOLE # 2 LOCATION: 3.50” HMAC 6.00” Base Material 6.50” Brown sandy clay with gravel HOLE # 3 LOCATION: 3.75” HMAC 6.25” Base Material 6.00” Brown sandy clay with gravel HOLE #4 LOCATION: 3.50” HMAC 5.50” Base Material 7.00” Brown sandy clay with gravel Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Phone: 817-392-7920 PPaaggee 22 ooff 22 HOLE #5 LOCATION: 7.00” HMAC 6.50” Base Material 2.50” HMAC GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 � t :� e�� Q W � 4 � � � ` 'a: :ti��i J gg i�°�' �,�' aFSa � a•• ?'3�,'I�� Z� 41�1 � � h � a ^ �ti�};' : 0"' '�y'� � +��U �� 8 � � � � � =' % ''"' ,r':"� �/ r a1 O� 2� � ,� x � � a o � LL z.�/r � °' W:z` �. ; �N a � `�' q / �,�, U •' 4 • � � 1. �~ �ptj � �j �p � � '� z Y l�la�' ��•`'��ves V1 Z OZ i8 0 e�q0 ti�n ci �1 s (�ls:•...: ":...•04 �1.10 � ti W y�j �1; o o ¢ � � ''�� a4: a: PR�e �� Q � ��n � � "2 �nc¢i `��\\\\�� l J � e F � � o Y W� mUW UO � � � 9 � m W i i i i � i � i i � m � Q02 >ti Oj O� Oi O� _� 2 � ¢~ p�a� Mi N� oi � VIWW 30 bi bi �o� �oi � � lYi �. mvl O � � � V �UK QQ� � � .. = W �O � � � i i � � � � � � i � r � i � . � i i � i W � �� 2 Q�-O �W/14U � � � � i i i i i � � i i U� _______�_____"_._'_____„_"'___r'___'_'�________r___"'"�'___"_y"""__�_"____ O �- N � � � i i � 00 '00+656 ! 3NI 7HJ1 GW ' ' ' ' � � � ' ' I o � � � — — — — r — — � -- --�-------- ------- ------- ----- -- -- - --- ------ ------- ------ , —� ► � r ��., , _- ; ; ; ; --; ,` ; � , � ; , �; � �o ; , , , , ; � , ; � i , , � � , , � � , , , , , ,- -----.----" , • � � - - --,-----�------,-------�-------•-- '� z , , , , ; � o � a � _. , , ; - -�---- ------- C Q V U II �I I i i � (J P � � � � � � � V� � O i �24�u1W t-� Q �� FL � U ''Qp�km]�o� Wui � i � I�v p'`o w 4Q � p �Q��2 .� � I I� 'R � I ti� V�iHb OR hrV i � 0 i 0 O �C� Q.WQ'� <v14' • !�p � : _'�'�o��NW�.i________i""__'i__ t' ' 'iV�_ �'___i"__"'_ � 2o N m UI m o I: � 2 i��woo .�vi .o i � i �� O1 a z 03ti . 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All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if b9�h answers are yes. Failure to complete this form in its entirety and be received by the Purchaslnq Division no later than 2:00 p.m., on the second Citv business dav after bid openinp, exclusive of the bid opening date, will resu{t in the bid befng considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business � YES � NO � YES � NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work pertormed by all subcontractors, including certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work pertormed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State2ip Printed Signature Contact Name (if different) Phone Number Email Address Fax Number Date Business Equity Division Rev. 3/13/2022 Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 FORT WORTHo City of Fort Worth ATTACHMENT 1C Business Equity Division Page 1 of 4 Good Faith Effort Form PRIMEIOFFEROR Check applicable box to describe COMPANY NAME: Prime/Offeror's Ge!±Efs2r!�!? Business Equity Non-Business PROJECT NAME: Firm � Equily Firm BID DATE Business Equity Goal: Offeror's Business Equity Goal Commitment: PROJECT NUMBER % % If the Offeror did not meet or exceed the Business Equity Goaf for this project, the PrimelOfferor must complete this form. If the Prime/Offeror's method af compliance with the Business Equity Goal is based upon demonstration of a"Good Faith Effor#", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. ranure to compiete tnis Torm, in its entirety witn supporting aocumentation, ana receivea py tne Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, dacuments will be submitted to the City Project Manager if publiclv bid or to the Developer if privatelv bid. 1.) Please list each and every subcantracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non-Business Equity firm. (DO NOT LIST NAMES OF FIRMS . On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective 0 311 512 02 2 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. � Yes � No Date of Listing 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? � Yes (If yes, attach list to include name of Business Equity firm, erson contacted, phone number and date and time of contact.) ❑ No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? � Yes (If yes, attach list to include name af Business Equity firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation andlor "undeliverable confirmation" documentation may render the � NO GFE non-responsive.) 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? � Yes (�f yes, attach email confirmation ta inciude name of Business Equity firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure ta submit confirmation andlor "undeliverable message" � NO documentation may render the GFE nan-responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? � Yes � No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? � Yes � No Effective 0 311 512 0 2 2 ATTACHMENT 1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 9.) Was the contact information on any of the listings not valid? (If yes, attach the information that was not valid in order for the Business Equity Division to address Y@S the corrections needed.) � No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. P/ease use additional sheets, if necessa , and attach. Com an Name Tele hone Contact Persan Sco e of Work Reason for Re'ection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work perFormed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work perFormed on this contract, by an authorized officer or employee of the City. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 0 311 512 0 2 2 ATTACHMENT1C Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Title Company Name Address CitylStatelZip Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Business Equity Division Email: DVIN BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Effective 0 311 512 0 2 2 FO RT WO RT H C�� Joint Venture Page 1 of 3 CITY OF FORT WORTH M/WBE Joint Venture Eli�ibility Form A// questions niust be nnswered; rrse "N/A"if nnt applicab/e. Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additlonal space is required to provide detailed explanations of work to be pe►formed by each firm comprising the 'oint venture M/WBE firm Non-M/WBE firm name: name• Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mai] Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of CerNfying Agency: 2. Sco e of work erformed b the Joint Venture: Describe the sco e of work of the M/WBE: IDescribe the sco e of work of the non-M/WBE: Rev. 2113119 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Da �rot complete if this inrornialion is descrrbed in joint i�ent:�re a reement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and �rm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------------------------------------------------------------- b. Marketing and Sales ------------------------------------------------------------- c. Hiring and Firing of management personnel ------------------------------------------------------------- d. Purcliasing of major equipment andlor supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any af the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach af cantrac# and ►nay resul# in debarment in accord with the procedures outlined in the City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 Joint Venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operatian of the joint venture. Furthettnore, the undersigned shall agree to provide to the joint venhire the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or pravide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any cantract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State andlor Local laws/ordinances concerning false __statements or willful_misrepresentation of facts._ - -- - - - ------------------ ----------------------------------------------------------------------------------------------------------- Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of O�mer Signature of Owner Printed Name of O�mer Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of On this County of day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 (.seal) Rev. 2/13/19 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator 15.32$ Asphalt Paving Machine Operator 13.99$ Asphalt Raker 12.69$ Broom or Sweeper Operator 11.74$ Concrete Finisher, Paving and Structures 14.12$ Concrete Pavement Finishing Machine Operator 16.05$ Concrete Saw Operator 14.48$ Crane Operator, Hydraulic 80 tons or less 18.12$ Crane Operator, Lattice Boom 80 Tons or Less 17.27$ Crane Operator, Lattice Boom Over 80 Tons 20.52$ Crawler Tractor Operator 14.07$ Electrician 19.80$ Excavator Operator, 50,000 pounds or less 17.19$ Excavator Operator, Over 50,000 pounds 16.99$ Flagger 10.06$ Form Builder/Setter, Structures 13.84$ Form Setter, Paving & Curb 13.16$ Foundation Drill Operator, Crawler Mounted 17.99$ Foundation Drill Operator, Truck Mounted 21.07$ Front End Loader Operator, 3 CY or Less 13.69$ Front End Loader Operator, Over 3 CY 14.72$ Laborer, Common 10.72$ Laborer, Utility 12.32$ Loader/Backhoe Operator 15.18$ Mechanic 17.68$ Milling Machine Operator 14.32$ Motor Grader Operator, Fine Grade 17.19$ Motor Grader Operator, Rough 16.02$ Off Road Hauler 12.25$ Pavement Marking Machine Operator 13.63$ Pipelayer 13.24$ Reclaimer/Pulverizer Operator 11.01$ Reinforcing Steel Worker 16.18$ Roller Operator, Asphalt 13.08$ Roller Operator, Other 11.51$ Scraper Operator 12.96$ Servicer 14.58$ Small Slipform Machine Operator 15.96$ Spreader Box Operator 14.73$ Truck Driver Lowboy Float 16.24$ Truck Driver Transit Mix 14.14$ Truck Driver, Single Axle 12.31$ Truck Driver, Single or Tandem Axle Dump Truck 12.62$ Truck Driver, Tandem Axle Tractor with Semi Trailer 12.86$ Welder 14.84$ Work Zone Barricade Servicer 11.68$ 2013 PREVAILING WAGE RATES The Davis Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of TexasStandard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. (Heavy and Highway Construction Projects) Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 Utility Permit Approval - Permit number: 00002/20240110/27831/59184/[JP Date ofApproval: 01-18-2024 UTILITY PERMIT APPROVAL TO: Kasavich John � City of Fort Worth Water Department 200 Texas St 200 Texas Street Fort Worth,76102 Date: 01-18-2024 Application/Permit 00002/20240110/27831/59184/UP N o.. District: Highway Control Section Maintenance Section County SH0199-A: At milepost 44.065 0171-04 Tarrant SH0199-L: At milepost 43.995 0171-04 Tarrant SH0199-X: From milepost43.39 To milepost43.955 0171-04 Tarrant Schedule Dates: from 03/25/2024 to 11/29/2024 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20240110/27831/59184/UP dated 01/10/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 72 hours (3 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 72-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled-access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required bythe Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessaryto accomplish the required emergency repairs, provided TxDOT is immediately notified bythe Utility Installation Ownerwhen such repairs are initiated and adequate provision is made bythe Utility Installation Ownerforthe convenience and safetyof highwaytraffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as setforth herein, the State maytake such action as it deems appropriate to compel compliance. SME ATTACHMENTS: The following Documents are Included in this Approved Utility Permit: Plans (Must be available on Job site): link 1/1 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019 WSM-G STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #102303 Revised July 1, 2011 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 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 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 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" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra 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 Forterra 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 Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC 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, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be 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. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 * From Original Standard Products List 1 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, 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 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 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 04/22/87 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 Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(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 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 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, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, 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.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete * E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 * E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) * High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" * High-density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer Pipe J-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 Harco 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 Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife 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 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) * Cured in Place Pipe Insituform Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 * From Original Standard Products List 3 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Appurtenances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon 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 33-12-10 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 Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2" 5/25/2018 33-12-10 Curb 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 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-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-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 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 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 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 (01/15/14) 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 Barrel Fire Hydrant 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 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel 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 Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous 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 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe 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 C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 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 Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron 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 C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) 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 2516 (SD 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 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 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 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 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 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD 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 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 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 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station 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 Hydroguard 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) Yellow Highlight indicates recent changes The Fort Worth Water Departments Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Departments Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Departments Standard Specifications and the Fort Worth Water Departments Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Departments Standard Specifications or is on the Fort Worth Water * From Original Standard Products List 6