The URL can be used to link to this page

Home My WebLink AboutContract 57624-PM1CSC No. 57624-PM1 STANDAKII CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 40 00 lf} TABLE OF CONTENTS DEVELOPER AWARDED PR07ECTS Division 00 - General Conditions Utilities & Pavin �-�-�—� T,. ,:y...;.,,. .,. n_ a a _--- �� } 00 42 43 Pro osal Form Unit Price A9-4�-�� 00 45 11 Bidders Pre ualification's 00 45 12 Pre uali�cation Statement nn� 00 45 26 Contractor Com liance with Workers' 99-43-4�8 00 S2 43 A eement 00 61 25 Certifica#e of Insurance 00 62 13 Perfonmance Bond 00 62 14 Pa ent Bond 00 62 19 Maintenance Bond Division O1 - General Re uirements O1 11 00 Summ of Work 01 25 Oa Substitution Procedures dl 31 19 Preconstruction Meetin ni� O1 32 33 Preconstrucfion Video 01 33 Od Submittals Law O1 35 13 S ecial Pro'ect Procedures 01 45 23 Testin and Ins ection Services 01 50 00 Tem or Facilities and Controls O 1 55 26 Street Use Permit and Modifications to Traff c Conirol O1 57 13 Storm Water Pollution Prevention Plan 01 60 00 Product Re uirements O1 66 00 Product Stora e and Handlin Re uiremants 01 70 00 Mobilization and Remobilizatzon O1 7I 23 Construction Stakin 01 74 23 Cleanin O 1 77 19 Closeout Re uirements O 1 78 23 O eration and Maintenance Data OI 78 39 Pro'ect Record Documents Last Revised n� ��,v�ii n� i� n_ �s�nv IIn rn�� OS/22/2019 nT in� i�� 04/02/2014 09/0112015 �{�� 04/02/2014 noi71 /1ni o .,,�.g 06/16/2016 07/011201 I � O1/31� 01/31/2012 O1/31/2012 Last Revised �� 12/20/2012 08/30�2 08/30/2013 �� 2[�7 l��r z, �8/30/2013 08/30/2013 08/3 0/2013 03/20/2020 07/O 1/2011 07/O1/2011 07/01�2Q1 03/20/2020 04/07/2014 04/07/2d i 4 04/07/2014 04/U7/2a 14 fl4/U7/2014 04/07/2014 04/07/2014 CITY OP FORT WpRTH AVII,LA BOAT CLUB SEVVER EXTENSIdN - CpA7 103783 9TANDAItD CONSTRUCTION SPECIFICATION D4CUMEN'fS - DEVET.OPER AWARDED PROJECTS Revised March 20, 2026 STANbARD CONSTRUCTiOAI $pECIFICATION DOCU�MEN'I'S Page 2 of 5 Technical Speci�cations which have been modified by the engineer ..................NONE Technical Specifications listed be�ow are included for this Project by reference ana can be viewed/downloaded fro�n the City's website at: h ://fortworthtexas, ov/t w/contractors/ or htt s://a s.foriwoz-thtexas, ov/Pro'ectResources/ Davision �2 - E�eistiu Conditions 02 41 13 Selective Site Demolition 02 41 14 Utili Removal/Abandonment 8�4-1—�3 Division 03 - Concreie 9�-3A-BS 03 34 13 Controlled Low Stren th Material CLSM n�� 03 80 00 Modifications to Existin Concrete Structures Division 26 - Electrical �-A�-A9 1F� �tl� � � Division 31 - Earthwork 31 10 00 Site Clearin 31 23 16 Unclassi�ed Excavation 31 23 23 Borrow 31 24 00 Embanlazients 31 25 00 Erosion and Sedin�ent Control �'� �ie�s �,� � Division 32 - Egterior Im ravements �� 9��$ �-A�3 � � . �% �� z2-�--�� ✓�--�� 8 �� 321�v �K1F�;,,.. Date Modified izi2ai2oi2 � zi2o�2o i z n� M7 �v�z�iv �� 12/20/2012 Lv� n�� 12/24/2012 � � � � k � � 1 ! � � 12/20/20 i 2 0I/28/2013 O 1/28/2013 01/28/20] 3 I2/20/2012 ��,�� 1 '1 r7 n� Jzor�ois � � . . � k � l � a � i !: � � � � � a . � �- � � � a � � CITY OF FORT WOKTH AVIL,LA BOAT CLUB SBWER EXTENSION— CPN 1a3783 STANDARD COIVSTRUCTfON SPECIFICATTON DOCUMENTS — DEVELOPBR AWARDED FKOJECTS Revised March 20, 2020 Division 33 - Utilities 33 O1 30 Sewer and Manhole Testin 33 fl1 31 Closed Circuit Television CCTV Ins 2'2� '2 2� ��. r,. r�.. * 1 T t C'♦ t' _ �3--94--4� �--�8 �� 33 04 50 Cleanin of Sewer Mains 33 OS 10 Utili Trench Excavatiov �-A�� Embedment, and Backfill 33 OS 13 Frame, Cover and Grade Rin�s - Cast Iron 33 05 13.10 Frame Cover and Grade Rin�s - Coin osite 33 OS 14 � �--�--�� 33 OS 20 330521 33 OS 22 �� 33OS24 � 33 OS 30 3311OS 33 11 10 33 11 11 33 11 12 �3 33 11 14 �Q �--�--�� 9 '�' ',�-� �� i 1�g 22� P Ad�usting Manholes, Inlets, Valva Boxes, and Other Structures Eo Grade r-„ ��,., �x�.,*e �� ,. .-R«.~--,--�a�n r,.„,.,.o�o r,.ii Tunnel Liner Plate Sieel CasinQ Pine Installation of Carrier Pipe in Location of Existing Utilities Bolts, Nuts, and Gaskets Ductile Iron Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Buried Steel Pipe and Fittings S�[r..+o.- c ......:...... i t. �• �. �,,.,:,;�„+co��:,,� � . �� .....,,..� .,,, � or Tunnel Liner Plate 12/20/2012 03/03/2016 1 ^l /'7� ] 'f /^f��L t ��nr�n� :�,�ni�ni � =ortvrs n�m�T n� m�n�3 12/20/2012 i 2/12/20 Z 6 , �,�� 01/22/2016 01/22/2016 12/20/2012 ,�� n r� 1 � �� 12/20/2012 12/20/2012 12/20/2012 � '7 !^1�z 06/19/2013 , � ��z 12/20/20I2 12l20/2012 12/2Q/2012 l2/20/2012 11/16/2018 , �,��z,.�,� 12/20/2012 n�ii� ni�,�� r }�n �� , � „�,� i2t�n� f�z PGT'ppTE,.Vj j' i�i��ni�r ni �n� r�� CITY OF FORT WORTH AVII.I.A BOAT CLUB SEWER EXTENSION — CPN 103783 STANDAItD CONSTkUCTION SPECIFICATION BOCUM$NTS — DEVELQPER AWARDED PRQ]ECTS Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCClMEI�TS Paae3of5 � 1 � t � � � � ■ I a � � � I . . � � � ��I ��I i i � � I I � � I � � � I , . � a � . . � � �1 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions ��1-9�1 �J�e�,;. ,,..� � iv/77/�� _� n�� n�� i�� 1717�� ] 1 lr1�lL�� 1 �7 /'%y n��, CI=�I1�J n� ri�n� n6 [� c i; �n� 11lY��2 n� r��vc 02/26/201 b CITY OF FpRT WORTH AVIT,LA BOAT CLUB SEWEIZ EXTENSION — CPN ] 03783 STANDARD CONSTAUC'FION SPECIFICATION ➢OCUM$NTS — DEVELpPER AWARD$D PR07ECTS Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION �OCiJMgNT'S p�..o n ..� c 00 00 00 STANDARD CONSTRUCTION SPECIF�CATION DOCUMENTS �c-�$��r�^�� ^� C��6:�1� ge� �a4s- T� �C--H-�4��c�i��a� GR-01 6� Od Product Requirements END OF SECTION Page 5 0{ 5 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION— CPN 1D3783 STANDARb CONSTRLFCTION SPECIFICATIQN DOCUMENT5 — DEVET,OPER AWARDED PROdECTS Revised Mazch 20, 2020 DO 42 43 UAP-B1npRDPOSAL Page 1 of2 SECTION OU 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Appl�cation Pmject item Information EiddeYs Roposal Bidlist Item IJni[ of Bid N� [7escdption Specification Seotiou No. Unit Price $id Valne Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3292.D401 Utility Service Surface Resroration Seeding 32 92 13 SY 179 $70 S 12,530 2 3301.0002 Post-CCTV Inspection 33 01 39 LF 451 $6 $2,706 3 3301.O1Q1 Manhole Vacuum Testing 33 Q1 30 Eq 2 52 g� �pqp 4 3305.0109 Trench Safety 33 D5 10 LF 451 $4 $1 804 5 3305.1003 20" Casing By Other Than Open Cut 33 OS 22 LF 107 $798 $85,386 6 3331.3101 4" Sewer Service and plug 33 31 50 EA 12 $2,800 $33,600 7 3331.4103 4" Sewer Pipe, CSS Backfifl 33 11 10, 33 31 20 LF 75 $55 4,125 8 3331.4115 8" Sewer Pipe 33 31 20 Lp 344 43 ,192 9 3331.4119 $" �IP Sewer Pipe 33 11 10 LF 107 $14,980 10 3339.0001 Epoxy Manhole Liner 33 39 60 VF 42 $200 $8,400 11 3339.1001 4' Manhole 33 39 10 EA 2 $17,131 $34,262 72 Trench Water Sto EA 2 $7,866 $15,732 13 14 15 16 17 _` 18 19 '_" — 20 21 22 23 24 - _. 25 -- 26 -- 27 _ 28 - __ __ 29 —._. 30 �_ 3i — 32 __ 33 . _.. _ 34 _`_ 35 —_ — _ 36 37 �_ . 38 _. . __. 39 - . � 40 — 41 . — _ 42 - � -- _ __ —_ 43 .. __ _ _ -- 44 _ a5 TOTAL UNIT II: SANITARY SEWER IMPROVEMENT $263,757 C17'y OF FORT WORTH STAN6ARD CUNS7R��'[ONSPECIFECATION �OCISM�7'S-DLVELOPERAWpRDE� PAU]ECTS Farrny��anMay22,2019 ResourcesP_SpeciScet�ons(rCityStaff_Developeeqw�¢d_DAPDiv00Gene�alCooditions a04243 8idprop�l_DAP 00 42 43 DAP-BID PkOFO3AL Page2 of2 SECTION 00 42 q3 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Pmject Item Infocmation Sidde�s Proposal 3idlistltem UnitoF Hid No. Description Specification Sacfio¢ No. Unit Price Bid Value Measure Quantity Bid Summary This Bid is submitted by the entity naroed below: BIDbER: Moss Utilities, LLC 3300 Rock Island Rd, Irving TX 75060 Contracror asreea to complete NORK for F'L�'Al. ACCEPPAVCE tivithin CONTRaCT comtnences io run as provided in t6e General Conditions. ;;�',.._. � RY: Garrett Moss rrrLE: President °aTe: 3/11 /2022 3U Notl:iug da}a atter the date when thc ENP OF SECTION CITy OF FORT WORTH 5'fA3�p,1FlD CONSTRllCT10N SPECIEICATION DOCUMENCS - D�VEIAPLR A WARDED PAIllEC'[S Form Version htay 72, 2D19 ResourcesP_Specififatioas fm Ciry Saff_Developer Awwct� DAP I)iv 00 General ConJi�ion.v_00 42 43 Bid Proposal DAP 004511-1 BIDDERS PREQ[]ALIFICATION3 Page 1 of 3 1 SEC�'ION 00 4511 2 BIDDERS PREQLTALIFICATIONS �1 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the cantractar must submit Section 00 45 12, Prequalification b Statement far the wark type(s} listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements helow. 10 The prequaliiication process r�rill establish a bid lunit based an a technical evaluation and 11 financial analysis of the contractor. The information must be subzxzitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bicf on these projects. In order to expedate and facilita#e the approval of a Bidder's 15 Prequalification Applicatian, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statemex�ts. 17 (1) Classified Balance 5beet 18 (2) Income Statement 19 (3} Statemenf of Cash k'lows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financiai Statements, if any 22 b. A certified copy of the firm's arganizational documents {Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certif cate of Fannation, LLC 24 Regulations, Certificate of Limited Partnership Agreemeni). 25 c. A completed Bidder Prequali�cation Application. 26 (1) The frm's Texas Taxpayer ldentification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas T�payer ldentification 28 number visit the Texas Comptroller of Public Accounts online at the 29 fallowing web address www.window.state,t�:,us/taxpermit/ and fill out the 3p application to apply for your Texas taa� ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The f�rm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporti�g on Federal Aid projects. The DIJNS 34 number may be obtained at www,dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for iirms 36 submitting their initial prequalification. These resumes shouId include the size and 37 scope of the work perFormed. 38 e. Other information as requested by the Ciry. 39 40 2. Prequal��cation Requirements 41 a. Financica! Staterrcents. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER E7C1'$NSION- CPN: 103783 STADIDARD COI�ISTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 OQ45 1F -2 BIDDEItS PF�QUALI�ICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements musfi be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that � accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas 5tate 6 Board of Public Accountancy. 7 (3} The accounting firm should stat� in the audit report or review whether 8 the contractor is an indivzdual, corporation, or limited IiaUility company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 1 I (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the �nancial statements of the contracting 14 campany should state that the audit or review has been conducted in 15 accordance w�th auditing standards generally accepted in tile United 1b States of Anaerica. This must be stated in the accaunting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the stakements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8} The financial statement xzaust be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragaph i. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidd�ng capacity is detertnined by multiplying the 25 positive net working capiYai (working capital= current assets — current 26 liabilities} by a factar of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory �or 28 prequalification purposes. 29 (10) In the case tk�at a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 pz'oper verification. 32 b. Bidder Prequalificcation �Ip�lication. A Bidder Prequalificarion Application must be 33 submitted along with audited or reviewed iinancial statements by firms wishing to be 34 eligible to bid on all classes of constnxction and maintenance projects. Incomplete 35 Applications wi11 be rejected. 36 (1) In those schedules where tk�ere is nothing to report, the notation of 37 "None" ar"N/A" should be inserted. 38 (2) A minimum of �ve {5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipm�nt under 40 the cantrol of the Contrac�or and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the rr�anufacturer, tnodel and general common description of 43 each piece of equipmenf. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's preq�aliiication. 48 b. The City may reject, suspend, or modify any prequalification for faiiure by the 49 confractor to demon.strate acceptable financial abiSity or perFormance. 50 c. Th.e City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTI2UCTION SPECIFICATION I]QCLTMENTS Revised Apri12, 201A 60 45 I 1- 3 BIDDBRS PREQUALIFICAT10N5 Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in �e letter. 4 5 6 7 END OF S�CTION CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXI'ENSiON- CPI�T: 103783 STANDAIZB CONSTRUCTION SPECIFICATION DOCLTMENTS Revised Apri! 2, 2U14 00 45 l2 DAP PREQUALEFICATION S'f'ATEMEIV7� Page 1 of 5 SECTION 00 45 12 DAP — PREQUAL�FICATION STATEMENT Each Bidder is required to complete the information beiow by identifying the prequalified contractors and/or subcontractoxs whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequali� cation Exoiration Date Sewer Collection System, Development {8 inches and smaller) Moss Utilities, LLC 413d/2022 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. SIDDER: Moss Utilities, LLC Company 3300 Rock Island Rd. Address Irving, �'exas 750b0 City/State/Zip By: A�('r e�r` � � t� (Please t) Signature: Title: ,� G � � `� {Please Print) Date: � � �� END OF SECTION CITY OF FOkT WORTH STANDARD CONSTRUCTSON PREQUALIFICATION STATEivIEL3T — DEV ELOPEB AWARDED PROIECTS AVQ.LA BOAT CLUB SE�V6R EXTENSION - CPN: 103783 Focm Version September t, 2015 �� - -��,: �, � 0 August 11, 2022 Mr. Garrett Moss Moss Utilities, LLC 3300 Rock Island Rd. Irving, TX 75060 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Mr. Moss: Than{< you for your submittal �f information and dafia toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $87,297,990.00 has been established far your organization based on tlie financial data submitted. Your firm is prequalified to perform the following work: -- Wastewater Mains ;36" and under for New Development using Open Cut construction methods -- Water Mains (16" and under) for New Development using Open Cut construction methods The prequalification and bid limit established above will remain current through 4130/2023 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list wiil be necessary for this department to establish a new bid limit. f'lease be advised that the plans ar�d documents for the worl< to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very truly, b n �h� �� r' Chris Harder, P.E. Water Director Fort Worth � m�-ame�lca ctty '��.,� 1J6d • U)3 • ^_Ull MAIL TO: John Kasavich, P.E. Fort Worth Water Department Engineering & Regulatory Services 200 Texas Street Fort Worth, TX 76102 �ATEIZ DEPAPTIVIENT THE CITY OF FORT WORTH * ZOO TGXAS STRGET * FORT WOR'PH, TGXAS 76102 817-392-8240 * Fnx 817-392-8195 ;'_M Printed on recycled paper aoasz6-i CONTRACT012 COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION Ofl 45 26 CONTRACTOR COMPLIANCE WITA 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 far all of its employees employed on City Project No.. Contractor further certifies that, pursuant to Texas Labor Code, Section 446.096(b), as amended, it will provide to City its subcontractar's certifcates of compliance with worket's compensation coverage. CONTRACTOR: Moss Utilities, LLC Company 3300 Rock Island Rd. Address Trving TX 7506d Ciry/State/Zip By: ��rd� �Z?�� (Please nt) 5ignature: Titie: ��c`r- Z' {Please Print} THE STATE OF TEXAS § COUNTY OF TARItANT �FORE ME, the undersigned authority, on this day personally appeared � �(�[;,� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Moss Utilities, LLC for the puzposes and consideration therein expressed and in the capacity therein stated. GNEN ER MY HAND AND SEAL OP �FFICE this � b day of �20`� Nota Pu lic in and for the �tate of Texas END OF SECTION ��ti�Y P��4 CHRISTINA RACHELLE LAZARIN �z�� eL��Notary Public, State of Texas =�:�'Q= Comm. Expires 01-31-2024 :prF oF �`.;: ''qr1n��`+ �lotary 1D 132339389 CTCY OF FORT WORTH AVII,LA BOAT CLUB SEWER EXTENSION- CPN: ]03783 STANDARD CONSTRllCTION SPECIFICATIQN DOCTIMENTS Revised Apri12, 2014 00524z-1 Developer Awarded Praject AgreemenE Pana 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THLS AGREEMENT, autliorized on 6 i y L'L is made by arAd between the Developer, 4 NexMetro Communities, authorized to da business in Texas ("Developer"), and 5 Moss Utilities, LLC authorized to do b business in Texas, acting by and through its duly authorized representati�e, {"Contractar"}. 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 1 i Project identified herein. 12 Article 2. PROJECT 13 The project far which the Work under the Contract Documents rnay be the whole or only a part is 14 generally described as follows: 15 Avilla Baat Club Sewer Extension 1G Cit,y Project Number: 1037$3 17 Article 3. CONTRACT TLME 18 3.1 Time is of tkie essence. 19 All time limits for Milestanes, if any, and Final Acceptance as stated in the Cont�act 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within {30} working days after the date 23 when the Contract Time cornmences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Canstruction Contract for Developer Awarded Projects. 25 3.3 L,iqtudated damages 26 Contractor recognizes that time is of the essence of this Agreem�nt and that Developer 27 will suffer financial loss if the Wark is not completed within the times speciiied in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance ��ith Article 14 af 29 the Standard Ciiy Conditions oi the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffereti by the Developer if ihe Work is not 32 campleted on time, Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Zero Dollars ($0) for each day that expires after the time specified in 35 Paragraph 3.2 for Finai Acceptance until the Ciry issues the Final �C,etter of Acceptance. CiTY OF FORT �VOKTH AVILLA BOAT CLUB SE�VER EXTEN510N- CPN: i03783 STANDARD CONSTRUCTION Sf'BCIFICATIQN DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June i6, 2016 oas2a3-2 Developer Awarded Project Agreement Page 2 of4 3b Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the ContracY 3$ DOCUTrieriiS 1ri atIlOLlIlt 1Tl CUl'Y'01it fL111C1S Of two hundred sixt -three thousand seven hundred fift seven d011ai'S 39 {$ 263,757.00 • 40 Artiele 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 43 4�F 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 fi3 64 65 66 67 68 69 70 71 72 73 A. The Contract Documents which comp�ise the entire agre�ment between Developer and Contractor concertxing t[�e Work consist of the following: 1. This Agreement. 2. Attachments to tkus Agreement: a. Bid Form {As provided by Developez') 1) Proposal Form (DAP Version} 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation �davit h. MBE and/or SBE Commitmenf Form (If required) 3. Standard Gity General Conditions of the Construction Contract for Devetoper Awarded Projects. 4. Supplementary Conditions. 5. Specifications speciiically rnade a part of the Contract Documents by attackiment or, if not attached, as incozporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. S. Documentation submitted by Contractor prior to Notic� of Award. 9. `I'he following which may be delivered or issued after the Effective Date of the Agreernent and, if issued, become an incorporated part of the Contract Documents: a. Notice to kroceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH AVII.LA BOAT CLUB SEWER EXTENSION- CPPT: 103783 STANDARD CONSTRUCTIQN SPEC�FCATIO�! DOCUMENTS—DEVELOPEIt AWARDED PKOJECTS Revised Iune 16, 2016 005243-3 Developer Awarded Proj ect Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenanYs and agrees to indemnify, hold harmless and defend, at its own 76 exgense, the city, its oflicers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the wark and serviees to be perforxaaed 78 by the contrac�or, its officers, agents, employees, subcontractors, licenses or invitees 79 under this comtract. This indemnification provision is specificallv intended to operate 80 and be effective even if it is a1le�ed or proven that all or some of the damages beins S 1 sought were caused, in whole ar in part, bv anv act, omission or negligeuee of the city. 82 This indemnity provision is intended to include, without limitation, indem�tity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Coutractor covenants and agrees to indemnify and hold harmress, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruc�ion of property o� the city, arising out of, or alleged to arise o�t of, the work 89 and services #o be per%rmed by the contractar, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provisian is specifically intended to onerate and be effective even if it is alle�ed or 92 proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, 93 bv anv act, omission or ne�li�ence of the citv. 44 95 ArYrcle 7. MISCELLANEOUS 46 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard Ciry Conditions o� 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor withput the advanced express written consent of the Developer. 102 73 Successors and Assigns. iO3 Developer and Contractor each binds itself, its partnars, successors, assigns and legai 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severabiliry. 107 Any provision or part of the Contract Documents held to be unconsritutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions sha11 continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Ve�ue shall be 'I'arrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CPi'Y OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSIQN- CPN: 103783 STANDARD CONSTRiICTION SPECIFICATIDN DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised Iune 16, 2U16 QO 52 43 - 4 Daveloper Awarded Praject Agreement Page 4 of 4 115 116 7.6 Authority to Sign. 117 i18 119 12Q 121 122 123 124 Contractor shall attach evidence of authority ta sign Agreement, if other than duly authorized signatary o£the Contractar. IN WITNESS WHEREDF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractar: Developer: �.- B g a� �'�;c�r.� {Signature} (SignaCure) �ur�`�.�. �� Josh Eadie {Printed Name) 125 {Printed Name) Title: Zy" Q Title: VP of Development Company Name: Moss Utilities, LLC COmpany Name: NexMetro Boat Club, LP Address: Address: 2355 East Camelback Rd. Suite 805 3300 Rock Island Rd. CitylStatelZip: Irving, TX 75060 _ Ci IState/Zi : Phoenix, AZ 85016 (� � � Z 2 si22i22 Date Date CITY OF FOKT WORTH AVILLA BOAT CLUS SE�VER EXTENSION- CPN: 10378 � STANDARD CpNfiTRUCTION 5PECIFICATION lIOCUMENT'S — DEVELQPEiZ AWAADED PROJECTS Revised June 16, 2a16 Moss Utilities, LLC Additional Insured — Automatic — Owners, Lessees Or Contractors � � [.I�I�H THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 Effective Date: 6/21/22 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and induded in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and induded in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. U-GL-2162-A CW (02/19) Page 2 of 4 Indudes copyrighted material of Insurance Services Office, Inc., with its permission. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exdusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2) We receive written notice of a daim or "suit" as soon as practicable; and (3) A request for defense and indemnity of the claim or "suiY' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III — Limits Of Insurance: Additional Insured— Automatic— Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC Coverage Extension Endorsement ��.• �� Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'1. Prem Return Prem. BAP2927027 6 21 22 6/21/22 5os5s000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts perFormed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your dients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Dedarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. U-CA-424-F CW (04-14) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW (04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Dedarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exdusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". U-CA-424-F CW (04-14) Page 3 of 6 Indudes copyrighted material of Insurance Services Office, Inc., with its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4�a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage — Comprehensive Coverage — Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I— Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", daim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW (04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the daim or "suit" including, but not limited to, the date and details of such claim or "suiY'; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accidenY', claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or 'loss", provided that the "accidenY' or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance— Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto — World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of inental or emotional illness or disease. U-CA-424-F CW (04-14) Page 5 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage — Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III — Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", exduding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power, The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-F CW (04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC � General Liability Supplemental Coverage Endorsement ZURiCH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 � Effective Date: 6/21/22 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following changes apply to this Coverage Part. However, endorsements attached to this Coverage Part will supersede any provisions to the contrary in this General Liability Supplemental Coverage Endorsement. A. Broadened Named Insured 1. The following is added to Section II — Who Is An Insured: Any organization of yours, other than a partnership or joint venture, which is not shown in the Declarations, and over which you maintain an ownership interest of more than 50% of such organization as of the effective date of this Coverage Part, will qualify as a Named Insured. However, such organization will not qualify as a Named Insured under this provision if it: a. Is newly acquired or formed during the policy period; b. Is also an insured under another policy, other than a policy written to apply specifically in excess of this Coverage Part; or c. Would be an insured under another policy but for its termination or the exhaustion of its limits of insurance. Each such organization remains qualified as a Named Insured only while you maintain an ownership interest of more than 50% in the organization during the policy period. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. B. Newly Acquired or Formed Organizations as Named Insureds 1. Paragraph 3. of Section II — Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain an ownership interest of more than 50% of such organization, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180t" day after you acquire or form the organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. An additional premium will apply in accordance with our rules and rates in effect on the date you acquired or formed the organization. U-GL-1345-C CW (03/20) Page 1 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. C. Insured Status — Employees Paragraph 2.a.(1) of Section II — Who Is An Insured is replaced by the following: 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co='employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However: Paragraphs (1)(a) and (1)(d) do not apply to your "employees" or "volunteer workers", who are not employed by you or volunteering for you as health care professionals, for "bodily injury" arising out of "Good Samaritan Acts" while the "employee" or "volunteer worker" is performing duties related to the conduct of your business. "Good Samaritan Acts" mean any assistance of a medical nature rendered or provided in an emergency situation for which no remuneration is demanded or received. Paragraphs (1)(a), (b) and (c) do not apply to any "employee" designated as a supervisor or higher in rank, with respect to "bodily injury" to co-"employees". As used in this provision, "employees" designated as a supervisor or higher in rank means only "employees" who are authorized by you to exercise direct or indirect supervision or control over "employees" or "volunteer workers" and the manner in which work is performed. D. Additional Insureds — Lessees of Premises 1. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) who leases or rents a part of the premises you own or manage who you are required to add as an additional insured on this policy under a written contract or written agreement, but only with respect to liability arising out of your ownership, maintenance or repair of that part of the premises which is not reserved for the exclusive use or occupancy of such person or organization or any other tenant or lessee. This provision does not apply after the person or organization ceases to lease or rent premises from you. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-1345-C CW (03/20) Page 2 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. a. Required by the written contract or written agreement referenced in Subparagraph D.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph D. shall not increase the applicable Limits of Insurance shown in the Declarations. E. Additional Insured — Vendors 1. The following change applies if this Coverage Part provides insurance to you for "bodily injury" and "property damage" included in the "products-completed operations hazard": Section II — Who Is An Insured is amended to include as an additional insured any person or organization (referred to throughout this Paragraph E. as vendor) who you have agreed in a written contract or written agreement, prior to loss, to name as an additional insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business: However, the insurance afforded to such vendor: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (8) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (a) The exceptions contained in Subparagraphs (4) or (6); or (b) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. b. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. c. This insurance does not apply to any of "your products" for which coverage is excluded under this Coverage Part. U-GL-1345-C CW (03/20) Page 3 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 3. With respect to the insurance afforded to the vendor under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the vendor is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph E.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph E. shall not increase the applicable Limits of Insurance shown in the Declarations. F. Additional Insured — Managers, Lessors or Governmental Entity 1. Section II — Who Is An Insured is amended to include as an insured any person or organization who is a manager, lessor or governmental entity who you are required to add as an additional insured on this policy under a written contract, written agreement or permit, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omission of those acting on your behalf; and resulting directly from: a. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit; b. Ownership, maintenance, occupancy or use of premises by you; or c. Maintenance, operation or use by you of equipment leased to you by such person or organization. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. This provision does not apply: a. Unless the written contract or written agreement has been executed, or the permit has been issued, prior to the "bodily injury", "property damage" or offense that caused "personal and advertising injury"; b. To any person or organization included as an insured under Paragraph 3. of Section II — Who Is An Insured; c. To any lessor of equipment if the "occurrence" or offense takes place after the equipment lease expires; d. To any: (1) Owners or other interests from whom land has been leased by you; or (2) Managers or lessors of premises, if: (a) The "occurrence" or offense takes place after the expiration of the lease or you cease to be a tenant in that premises; (b) The "bodily injury", "property damage" or "personal and advertising injury" arises out of the structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessor; or (c) The premises are excluded under this Coverage Part. 3. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph F.1. above (of this endorsement); or U-GL-1345-C CW (03/20) Page 4 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph F. shall not increase the applicable Limits of Insurance shown in the Declarations. G. Damage to Premises Rented or Occupied by You 1. The last paragraph under Paragraph 2. Exclusions of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner. A separate Damage To Premises Rented To You Limit of Insurance applies to this coverage as described in Section III — Limits Of Insurance. 2. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or in the case of damage by one or more "specific perils" to any one premises, while rented to you or temporarily occupied by you with permission of the owner. H. Broadened Contractual Liability The "insured contract" definition under the Definitions Section is replaced by the following: "Insured contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury", "property damage", or "personal and advertising injury" arising out of the offenses of false arrest, detention or imprisonment, to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. I. Definition — Specific Perils The following definition is added to the Definitions Section: "Specific perils" means: a. Fire; b. Lightning; U-GL-1345-C CW (03/20) Page 5 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. c. Explosion; d. Windstorm or hail; e. Smoke; f. Aircraft or vehicles; g. Vandalism; h. Weight of snow, ice or sleet; i. Leakage from fire extinguishing equipment, including sprinklers; or j. Accidental discharge or leakage of water or steam from any part of a system or appliance containing water or steam. J. Limited Contractual Liability Coverage — Personal and Advertising Injury 1. Exclusion e. of Section I— Coverage B— Personal And Advertising Injury Liability is replaced by the following: 2. Exclusions This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to: (1) Liability for damages that the insured would have in the absence of the contract or agreement; or (2) Liability for "personal and advertising injury" if: (a) The "personal and advertising injury" arises out of the offenses of false arrest, detention or imprisonment; (b) The liability pertains to your business and is assumed in a written contract or written agreement in which you assume the tort liability of another. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; and (c) The "personal and advertising injury" occurs subsequent to the execution of the written contract or written agreement. Solely for purposes of liability so assumed in such written contract or written agreement, reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "personal and advertising injury" described in Paragraph (a) above, provided: (i) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same written contract or written agreement; and (ii) Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Paragraph 2.d. of Section I— Supplementary Payments — Coverages A and B is replaced by the following: d. The allegations in the "suit" and the information we know about the "occurrence" or offense are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee; 3. The following is added to the paragraph directly following Paragraph 2.f. of Section I— Supplementary Payments — Coverages A and B: Notwithstanding the provisions of Paragraph 2.e.(2) of Section I— Coverage B— Personal And Advertising Injury Liability, such payments will not be deemed to be damages for "personal and advertising injury" and will not reduce the limits of insurance. U-GL-1345-C CW (03/20) Page 6 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. K. Supplementary Payments The following changes apply to Supplementary Payments — Coverages A and B: Paragraphs 1.b. and 1.d. are replaced by the following: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. L. Broadened Property Damage 1. Property Damage to Contents of Premises Rented Short-Term The paragraph directly following Paragraph (6) in Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to premises (other than damage by "specific perils"), including "property damage" to the contents of such premises, rented to you under a rental agreement for a period of 14 or fewer consecutive days. A separate Limit of Insurance applies to Damage to Premises Rented to You as described in Section III — Limits Of Insurance. 2. Elevator Property Damage a. The following is added to Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability: Paragraphs (3) and (4) of this exclusion do not apply to "property damage" arising out of the use of an elevator at premises you own, rent or occupy. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy is $25,000 per "occurrence". 3. Property Damage to Borrowed Equipment a. The following is added to Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability: Paragraph (4) of this exclusion does not apply to "property damage" to equipment you borrow from others at a jobsite. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to equipment you borrow from others is $25,000 per "occurrence". M. Expected or Intended Injury or Damage Exclusion a. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury Or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. N. Definitions — Bodily Injury The "bodily injury" definition under the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death sustained by that person which results from that bodily injury, sickness or disease. U-GL-1345-C CW (03/20) Page 7 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. O. Insured Status — Amateur Athletic Participants Section II — Who Is An Insured is amended to include as an insured any person you sponsor while participating in amateur athletic activities. However, no such person is an insured for: a. "Bodily injury" to: (1) Your "employee", "volunteer worker" or any person you sponsor while participating in such amateur athletic activities; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company) while participating in such amateur athletic activities; or b. "Property damage" to property owned by, occupied or used by, rented to, in the care, custody or control of, or over which the physical control is being exercised for any purpose by: (1) Your "employee", "volunteerworker" or any person you sponsor; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). P. Non-Owned Aircraft, Auto and Watercraft Exclusion g. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons for a charge; (3) Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; (5) An aircraft that is hired or chartered by you or loaned to you, with a paid and licensed crew, and is not owned in whole or in part by an insured; or (6) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f.(2) or f.(3) of the definition of "mobile equipment". Q. Definitions — Leased Worker, Temporary Worker and Labor Leasing Firm 1. The "leased worker" and "temporary worker" definitions under the Definitions Section are replaced by the following: U-GL-1345-C CW (03/20) Page 8 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Leased worker" means a person leased to you by a"labor leasing firm" under a written agreement between you and the "labor leasing firm", to perForm duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". "Temporary worker" means a person who is furnished to you to support or supplement your work force during "employee" absences, temporary skill shortages, upturns or downturns in business or to meet seasonal or short- term workload conditions. "Temporary worker" does not include a"leased worker". 2. The following definition is added to the Definitions Section: "Labor leasing firm" means any person or organization who hires out workers to others, including any: a. Employment agency, contractor or services; b. Professional employer organization; or c. Temporary help service. R. Definition — Mobile Equipment Paragraph f. of the "mobile equipment" definition under the Definitions Section is replaced by the following: f. Vehicles not described in Paragraph a., b., c. or d. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment, exceeding a combined gross vehicle weight of 1000 pounds, are not "mobile equipment" but will be considered "autos": (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; (2) Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and (3) Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. S. Definitions — Your Product and Your Work The "your product" and "your work" definitions under the Definitions Section are replaced by the following: "Your product": a. Means: (1) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your product"; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. U-GL-1345-C CW (03/20) Page 9 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Your work": a. Means: (1) Work, services or operations perFormed by you or on your behalf; and (2) Materials, parts or equipment furnished in connection with such work, services or operations. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your work"; and (2) The providing of or failure to provide warnings or instructions. T. Duties in the Event of Occurrence, Offense, Claim or Suit Condition The following paragraphs are added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a claim under this insurance or notice of a claim or "suiY' shall be given to us as soon as practicable after knowledge of the "occurrence", offense, claim or "suit" has been reported to any insured listed under Paragraph 1. of Section II — Who Is An Insured or an "employee" authorized by you to give or receive such notice. Knowledge by other "employees" of an "occurrence", offense, claim or "suit" does not imply that you also have such knowledge. In the event that an insured reports an "occurrence" to the workers compensation carrier of the Named Insured and this "occurrence" later develops into a General Liability claim, covered by this Coverage Part, the insured's failure to report such "occurrence" to us at the time of the "occurrence" shall not be deemed to be a violation of this Condition. You must, however, give us notice as soon as practicable after being made aware that the particular claim is a General Liability rather than a Workers Compensation claim. U. Other Insurance Condition Paragraphs 4.a. and 4.b.(1) of the Other Insurance Condition of Section IV — Commercial General Liability Conditions are replaced by the following: 4. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b, below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph c. below. However, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. Other insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis: (i) That is property insurance, Builder's Risk, Installation Risk or similar coverage for "your work"; (ii) That is property insurance purchased by you (including any deductible or self insurance portion thereof) to cover premises rented to you or temporarily occupied by you with permission of the owner; U-GL-1345-C CW (03/20) Page 10 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (iii) That is insurance purchased by you (including any deductible or self insurance portion thereof) to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (iv) If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I— Coverage A— Bodily Injury And Property Damage Liability; or (v) That is property insurance (including any deductible or self insurance portion thereof) purchased by you to cover damage to: Equipment you borrow from others; or Property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy. (b) Any other primary insurance (including any deductible or self insurance portion thereof) available to the insured covering liability for damages arising out of the premises, operations, products, work or services for which the insured has been granted additional insured status either by policy provision or attachment of any endorsement. Other primary insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. (c) Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. V. Unintentional Failure to Disclose All Hazards Paragraph 6. Representations of Section IV — Commercial General Liability Conditions is replaced by the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Coverage will continue to apply if you unintentionally: a. Fail to disclose all hazards existing at the inception of this policy; or b. Make an error, omission or improper description of premises or other statement of information stated in this policy. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to inception of this Coverage Part. W. Waiver of Right of Subrogation Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions is replaced by the following: 8. Transfer Of Rights Of Recovery Against Others To Us a. If the insured has rights to recover all or part of any payment we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. If the insured waives its right to recover payments for injury or damage from another person or organization in a written contract executed prior to a loss, we waive any right of recovery we may have against such person or organization because of any payment we have made under this Coverage Part. The written contract will U-GL-1345-C CW (03/20) Page 11 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. be considered executed when the insured's performance begins, or when it is signed, whichever happens first. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. X. Liberalization Condition The following condition is added to Section IV — Commercial General Liability Conditions: Liberalization Clause If we revise this Coverage Part to broaden coverage without an additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the state shown in the mailing address of your policy. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-1345-C CW (03/20) Page 12 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy # WC2927025 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. WC000313 (Ed. 4-84) � 1983 National Council on Compensation Insurance. Moss Utilities, LLC � Blanket Notification to Others of Cancellation ZURICH or Non-Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 � Effective Date: 6/21/22 This endorsement applies to insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph B.1. or Paragraph B.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. U-GL-1521-B CW (01/19) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.1. of �* this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph B.2. of 30** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. All other terms and conditions of this policy remain unchanged. U-GL-1521-B CW (01/19) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC Blanket Notification to Others of Cancellation or Non-Renewal Policy No. Eff. Date of Pol BAP2927027_ 6/21/22 Exp. Date of Pol 7/1/23 Eff. Date of End. I Producer No �Y�x��i�i�i�� Add'I. Prem � � �� i � �--C Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-CA-832-A CW (01 / 13) Pag e 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non-renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non-renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non-renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non-renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non-renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non-renewal date; b. Negate the cancellation or non-renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 6�21�22 Policy No. $AP292702=7 Endorsement No. Premium $ Insurance Company Zurich American Insurance Company Moss Utilities, LLC WC 99 O6 43 Page 1 d 1 (Ed. 01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. � 2012 Copyright National Council on Compensation Insurance, Inc. All Rights Reserved. Moss Utilities, LLC Additional Insured — Automatic — Owners, Lessees Or Contractors � � [.I�I�H THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 Effective Date: 6/21/22 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and induded in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and induded in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. U-GL-2162-A CW (02/19) Page 2 of 4 Indudes copyrighted material of Insurance Services Office, Inc., with its permission. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exdusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2) We receive written notice of a daim or "suit" as soon as practicable; and (3) A request for defense and indemnity of the claim or "suiY' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III — Limits Of Insurance: Additional Insured— Automatic— Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC Coverage Extension Endorsement ��.• �� Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'1. Prem Return Prem. BAP2927027 6 21 22 6/21/22 5os5s000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts perFormed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your dients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Dedarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. U-CA-424-F CW (04-14) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW (04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Dedarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exdusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". U-CA-424-F CW (04-14) Page 3 of 6 Indudes copyrighted material of Insurance Services Office, Inc., with its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4�a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage — Comprehensive Coverage — Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I— Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", daim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW (04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the daim or "suit" including, but not limited to, the date and details of such claim or "suiY'; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accidenY', claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or 'loss", provided that the "accidenY' or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance— Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto — World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of inental or emotional illness or disease. U-CA-424-F CW (04-14) Page 5 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage — Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III — Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", exduding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power, The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-F CW (04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC � General Liability Supplemental Coverage Endorsement ZURiCH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 � Effective Date: 6/21/22 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following changes apply to this Coverage Part. However, endorsements attached to this Coverage Part will supersede any provisions to the contrary in this General Liability Supplemental Coverage Endorsement. A. Broadened Named Insured 1. The following is added to Section II — Who Is An Insured: Any organization of yours, other than a partnership or joint venture, which is not shown in the Declarations, and over which you maintain an ownership interest of more than 50% of such organization as of the effective date of this Coverage Part, will qualify as a Named Insured. However, such organization will not qualify as a Named Insured under this provision if it: a. Is newly acquired or formed during the policy period; b. Is also an insured under another policy, other than a policy written to apply specifically in excess of this Coverage Part; or c. Would be an insured under another policy but for its termination or the exhaustion of its limits of insurance. Each such organization remains qualified as a Named Insured only while you maintain an ownership interest of more than 50% in the organization during the policy period. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. B. Newly Acquired or Formed Organizations as Named Insureds 1. Paragraph 3. of Section II — Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain an ownership interest of more than 50% of such organization, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180t" day after you acquire or form the organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. An additional premium will apply in accordance with our rules and rates in effect on the date you acquired or formed the organization. U-GL-1345-C CW (03/20) Page 1 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. C. Insured Status — Employees Paragraph 2.a.(1) of Section II — Who Is An Insured is replaced by the following: 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co='employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However: Paragraphs (1)(a) and (1)(d) do not apply to your "employees" or "volunteer workers", who are not employed by you or volunteering for you as health care professionals, for "bodily injury" arising out of "Good Samaritan Acts" while the "employee" or "volunteer worker" is performing duties related to the conduct of your business. "Good Samaritan Acts" mean any assistance of a medical nature rendered or provided in an emergency situation for which no remuneration is demanded or received. Paragraphs (1)(a), (b) and (c) do not apply to any "employee" designated as a supervisor or higher in rank, with respect to "bodily injury" to co-"employees". As used in this provision, "employees" designated as a supervisor or higher in rank means only "employees" who are authorized by you to exercise direct or indirect supervision or control over "employees" or "volunteer workers" and the manner in which work is performed. D. Additional Insureds — Lessees of Premises 1. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) who leases or rents a part of the premises you own or manage who you are required to add as an additional insured on this policy under a written contract or written agreement, but only with respect to liability arising out of your ownership, maintenance or repair of that part of the premises which is not reserved for the exclusive use or occupancy of such person or organization or any other tenant or lessee. This provision does not apply after the person or organization ceases to lease or rent premises from you. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-1345-C CW (03/20) Page 2 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. a. Required by the written contract or written agreement referenced in Subparagraph D.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph D. shall not increase the applicable Limits of Insurance shown in the Declarations. E. Additional Insured — Vendors 1. The following change applies if this Coverage Part provides insurance to you for "bodily injury" and "property damage" included in the "products-completed operations hazard": Section II — Who Is An Insured is amended to include as an additional insured any person or organization (referred to throughout this Paragraph E. as vendor) who you have agreed in a written contract or written agreement, prior to loss, to name as an additional insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business: However, the insurance afforded to such vendor: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (8) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (a) The exceptions contained in Subparagraphs (4) or (6); or (b) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. b. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. c. This insurance does not apply to any of "your products" for which coverage is excluded under this Coverage Part. U-GL-1345-C CW (03/20) Page 3 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 3. With respect to the insurance afforded to the vendor under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the vendor is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph E.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph E. shall not increase the applicable Limits of Insurance shown in the Declarations. F. Additional Insured — Managers, Lessors or Governmental Entity 1. Section II — Who Is An Insured is amended to include as an insured any person or organization who is a manager, lessor or governmental entity who you are required to add as an additional insured on this policy under a written contract, written agreement or permit, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omission of those acting on your behalf; and resulting directly from: a. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit; b. Ownership, maintenance, occupancy or use of premises by you; or c. Maintenance, operation or use by you of equipment leased to you by such person or organization. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. This provision does not apply: a. Unless the written contract or written agreement has been executed, or the permit has been issued, prior to the "bodily injury", "property damage" or offense that caused "personal and advertising injury"; b. To any person or organization included as an insured under Paragraph 3. of Section II — Who Is An Insured; c. To any lessor of equipment if the "occurrence" or offense takes place after the equipment lease expires; d. To any: (1) Owners or other interests from whom land has been leased by you; or (2) Managers or lessors of premises, if: (a) The "occurrence" or offense takes place after the expiration of the lease or you cease to be a tenant in that premises; (b) The "bodily injury", "property damage" or "personal and advertising injury" arises out of the structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessor; or (c) The premises are excluded under this Coverage Part. 3. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph F.1. above (of this endorsement); or U-GL-1345-C CW (03/20) Page 4 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph F. shall not increase the applicable Limits of Insurance shown in the Declarations. G. Damage to Premises Rented or Occupied by You 1. The last paragraph under Paragraph 2. Exclusions of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner. A separate Damage To Premises Rented To You Limit of Insurance applies to this coverage as described in Section III — Limits Of Insurance. 2. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or in the case of damage by one or more "specific perils" to any one premises, while rented to you or temporarily occupied by you with permission of the owner. H. Broadened Contractual Liability The "insured contract" definition under the Definitions Section is replaced by the following: "Insured contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury", "property damage", or "personal and advertising injury" arising out of the offenses of false arrest, detention or imprisonment, to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. I. Definition — Specific Perils The following definition is added to the Definitions Section: "Specific perils" means: a. Fire; b. Lightning; U-GL-1345-C CW (03/20) Page 5 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. c. Explosion; d. Windstorm or hail; e. Smoke; f. Aircraft or vehicles; g. Vandalism; h. Weight of snow, ice or sleet; i. Leakage from fire extinguishing equipment, including sprinklers; or j. Accidental discharge or leakage of water or steam from any part of a system or appliance containing water or steam. J. Limited Contractual Liability Coverage — Personal and Advertising Injury 1. Exclusion e. of Section I— Coverage B— Personal And Advertising Injury Liability is replaced by the following: 2. Exclusions This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to: (1) Liability for damages that the insured would have in the absence of the contract or agreement; or (2) Liability for "personal and advertising injury" if: (a) The "personal and advertising injury" arises out of the offenses of false arrest, detention or imprisonment; (b) The liability pertains to your business and is assumed in a written contract or written agreement in which you assume the tort liability of another. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; and (c) The "personal and advertising injury" occurs subsequent to the execution of the written contract or written agreement. Solely for purposes of liability so assumed in such written contract or written agreement, reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "personal and advertising injury" described in Paragraph (a) above, provided: (i) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same written contract or written agreement; and (ii) Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Paragraph 2.d. of Section I— Supplementary Payments — Coverages A and B is replaced by the following: d. The allegations in the "suit" and the information we know about the "occurrence" or offense are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee; 3. The following is added to the paragraph directly following Paragraph 2.f. of Section I— Supplementary Payments — Coverages A and B: Notwithstanding the provisions of Paragraph 2.e.(2) of Section I— Coverage B— Personal And Advertising Injury Liability, such payments will not be deemed to be damages for "personal and advertising injury" and will not reduce the limits of insurance. U-GL-1345-C CW (03/20) Page 6 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. K. Supplementary Payments The following changes apply to Supplementary Payments — Coverages A and B: Paragraphs 1.b. and 1.d. are replaced by the following: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. L. Broadened Property Damage 1. Property Damage to Contents of Premises Rented Short-Term The paragraph directly following Paragraph (6) in Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to premises (other than damage by "specific perils"), including "property damage" to the contents of such premises, rented to you under a rental agreement for a period of 14 or fewer consecutive days. A separate Limit of Insurance applies to Damage to Premises Rented to You as described in Section III — Limits Of Insurance. 2. Elevator Property Damage a. The following is added to Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability: Paragraphs (3) and (4) of this exclusion do not apply to "property damage" arising out of the use of an elevator at premises you own, rent or occupy. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy is $25,000 per "occurrence". 3. Property Damage to Borrowed Equipment a. The following is added to Exclusion j. of Section I— Coverage A— Bodily Injury And Property Damage Liability: Paragraph (4) of this exclusion does not apply to "property damage" to equipment you borrow from others at a jobsite. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to equipment you borrow from others is $25,000 per "occurrence". M. Expected or Intended Injury or Damage Exclusion a. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury Or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. N. Definitions — Bodily Injury The "bodily injury" definition under the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death sustained by that person which results from that bodily injury, sickness or disease. U-GL-1345-C CW (03/20) Page 7 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. O. Insured Status — Amateur Athletic Participants Section II — Who Is An Insured is amended to include as an insured any person you sponsor while participating in amateur athletic activities. However, no such person is an insured for: a. "Bodily injury" to: (1) Your "employee", "volunteer worker" or any person you sponsor while participating in such amateur athletic activities; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company) while participating in such amateur athletic activities; or b. "Property damage" to property owned by, occupied or used by, rented to, in the care, custody or control of, or over which the physical control is being exercised for any purpose by: (1) Your "employee", "volunteerworker" or any person you sponsor; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). P. Non-Owned Aircraft, Auto and Watercraft Exclusion g. of Section I— Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons for a charge; (3) Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; (5) An aircraft that is hired or chartered by you or loaned to you, with a paid and licensed crew, and is not owned in whole or in part by an insured; or (6) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f.(2) or f.(3) of the definition of "mobile equipment". Q. Definitions — Leased Worker, Temporary Worker and Labor Leasing Firm 1. The "leased worker" and "temporary worker" definitions under the Definitions Section are replaced by the following: U-GL-1345-C CW (03/20) Page 8 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Leased worker" means a person leased to you by a"labor leasing firm" under a written agreement between you and the "labor leasing firm", to perForm duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". "Temporary worker" means a person who is furnished to you to support or supplement your work force during "employee" absences, temporary skill shortages, upturns or downturns in business or to meet seasonal or short- term workload conditions. "Temporary worker" does not include a"leased worker". 2. The following definition is added to the Definitions Section: "Labor leasing firm" means any person or organization who hires out workers to others, including any: a. Employment agency, contractor or services; b. Professional employer organization; or c. Temporary help service. R. Definition — Mobile Equipment Paragraph f. of the "mobile equipment" definition under the Definitions Section is replaced by the following: f. Vehicles not described in Paragraph a., b., c. or d. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment, exceeding a combined gross vehicle weight of 1000 pounds, are not "mobile equipment" but will be considered "autos": (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; (2) Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and (3) Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. S. Definitions — Your Product and Your Work The "your product" and "your work" definitions under the Definitions Section are replaced by the following: "Your product": a. Means: (1) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your product"; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. U-GL-1345-C CW (03/20) Page 9 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Your work": a. Means: (1) Work, services or operations perFormed by you or on your behalf; and (2) Materials, parts or equipment furnished in connection with such work, services or operations. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your work"; and (2) The providing of or failure to provide warnings or instructions. T. Duties in the Event of Occurrence, Offense, Claim or Suit Condition The following paragraphs are added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a claim under this insurance or notice of a claim or "suiY' shall be given to us as soon as practicable after knowledge of the "occurrence", offense, claim or "suit" has been reported to any insured listed under Paragraph 1. of Section II — Who Is An Insured or an "employee" authorized by you to give or receive such notice. Knowledge by other "employees" of an "occurrence", offense, claim or "suit" does not imply that you also have such knowledge. In the event that an insured reports an "occurrence" to the workers compensation carrier of the Named Insured and this "occurrence" later develops into a General Liability claim, covered by this Coverage Part, the insured's failure to report such "occurrence" to us at the time of the "occurrence" shall not be deemed to be a violation of this Condition. You must, however, give us notice as soon as practicable after being made aware that the particular claim is a General Liability rather than a Workers Compensation claim. U. Other Insurance Condition Paragraphs 4.a. and 4.b.(1) of the Other Insurance Condition of Section IV — Commercial General Liability Conditions are replaced by the following: 4. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b, below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph c. below. However, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. Other insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis: (i) That is property insurance, Builder's Risk, Installation Risk or similar coverage for "your work"; (ii) That is property insurance purchased by you (including any deductible or self insurance portion thereof) to cover premises rented to you or temporarily occupied by you with permission of the owner; U-GL-1345-C CW (03/20) Page 10 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (iii) That is insurance purchased by you (including any deductible or self insurance portion thereof) to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (iv) If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I— Coverage A— Bodily Injury And Property Damage Liability; or (v) That is property insurance (including any deductible or self insurance portion thereof) purchased by you to cover damage to: Equipment you borrow from others; or Property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy. (b) Any other primary insurance (including any deductible or self insurance portion thereof) available to the insured covering liability for damages arising out of the premises, operations, products, work or services for which the insured has been granted additional insured status either by policy provision or attachment of any endorsement. Other primary insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. (c) Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. V. Unintentional Failure to Disclose All Hazards Paragraph 6. Representations of Section IV — Commercial General Liability Conditions is replaced by the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Coverage will continue to apply if you unintentionally: a. Fail to disclose all hazards existing at the inception of this policy; or b. Make an error, omission or improper description of premises or other statement of information stated in this policy. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to inception of this Coverage Part. W. Waiver of Right of Subrogation Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions is replaced by the following: 8. Transfer Of Rights Of Recovery Against Others To Us a. If the insured has rights to recover all or part of any payment we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. If the insured waives its right to recover payments for injury or damage from another person or organization in a written contract executed prior to a loss, we waive any right of recovery we may have against such person or organization because of any payment we have made under this Coverage Part. The written contract will U-GL-1345-C CW (03/20) Page 11 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. be considered executed when the insured's performance begins, or when it is signed, whichever happens first. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. X. Liberalization Condition The following condition is added to Section IV — Commercial General Liability Conditions: Liberalization Clause If we revise this Coverage Part to broaden coverage without an additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the state shown in the mailing address of your policy. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-1345-C CW (03/20) Page 12 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy # WC2927025 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. WC000313 (Ed. 4-84) � 1983 National Council on Compensation Insurance. Moss Utilities, LLC � Blanket Notification to Others of Cancellation ZURICH or Non-Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL02927026 � Effective Date: 6/21/22 This endorsement applies to insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph B.1. or Paragraph B.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. U-GL-1521-B CW (01/19) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.1. of �* this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph B.2. of 30** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. All other terms and conditions of this policy remain unchanged. U-GL-1521-B CW (01/19) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Moss Utilities, LLC Blanket Notification to Others of Cancellation or Non-Renewal Policy No. Eff. Date of Pol BAP2927027_ 6/21/22 Exp. Date of Pol 7/1/23 Eff. Date of End. I Producer No �Y�x��i�i�i�� Add'I. Prem � � �� i � �--C Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-CA-832-A CW (01 / 13) Pag e 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non-renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non-renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non-renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non-renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non-renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non-renewal date; b. Negate the cancellation or non-renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 6�21�22 Policy No. $AP292702=7 Endorsement No. Premium $ Insurance Company Zurich American Insurance Company Moss Utilities, LLC WC 99 O6 43 Page 1 d 1 (Ed. 01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. � 2012 Copyright National Council on Compensation Insurance, Inc. All Rights Reserved. Band No. GSB5900054 006213-1 PERFORMANCE BOND Page 1 of2 � 2 3 4 5 6 � 8 9 s�cTioN oo �z 1� PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: C�UNTY OF TARRANT § That we, Moss Utilities, L.LC , lcnown as "Principal" herein and Tfle G�'a Insurance Com �n , a carporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more}, are held and frmly bound unto th� Developer, NexMetro 11 Communities, authorized to do husiaess in Texas ("Developer") and the City of Fort Worth, a 12 Texas :nnunicipal carporation ("City"), in the penal sum of, 13 Two hundred sixty three thousar�d seWen hundred fifty seven & No1100 dollars {$�g3.757.00}, 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jaintly unio the Developer and the City as dual I6 obligees, we bind ourselves, our heirs, ex�cutors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in il3e City of Fart Worth by and tiu-ough a Communiry Facilities 2Q Agr�erne�t, CFANumber �-�(��i�; and 21 WHEREAS, the Frincipal has entered inta a certain written contract witl� the Developer awarded 22 the 22 day af J u ne , 20 22 , which Contract is hereby referred ta and made a 23 part hereof for all purposes as if fully set farth herein, to furnish all materials, equipment labor 24 and ather accessories defined by law, in the prosecuiion of the Work, including any Change 25 Orders, as pro�ided for in said Contract designated as Avi1Sa Boat Club Sewer Extension. 2b NOW, THEREFORE, tlie condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligatians under the Contract and shall in al� respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, accarding to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation sl�all be and become null and vaid, atherwise to rerr�ain in full force and effect. CITY OF FORT WdRTH AV[LLA BOAT CLUB SHWER EXTENSIQN- CPAI: 103783 STANDARD CITY COND[TlqNS — DF,VF.LOPFR A WARpFl7 PRQJEC'CS Kevised January 3 t, 2012 006213-2 PERFO1tMANCE BOND Page 2 of2 1 PROVIDED FURTHER, that if any legal actioan be iiled an this Bond, venue sha111ie in 2 Tanrant County, Texas or the United States District Court far the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Cade, as amended, and all liabiiities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and of�cers on this the 22 day of June 9 , 20 22 . 10 11 12 13 14 15 16 EST: 17 ' �'' 18 � 19 (Prin 1) 5ecretary Za zi 22 23 24 % 25 �tne o rir�cipal 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 , 40 itness as t Surety Li52 Qrtiz 41 42 43 PRINCiPAL: Moss Utilities, LLC BY: Si re ��Ei t`YE'7i �'I{}�,,� ��fG�h�` Name and Title Address: 33q� Rock IsEand Rd. Ir�ing,TX 75Q�Q ,_ SUR�TY: The Gra Ir�surance Cam an � �-� — _ _� � - .�. Si gn ature Patricia Ann Lyttle, Attorney-in-Fact Name and Titic Address: P.O. Box 6202 Metairie. LA 70009-62Q2 Telephone Number: 504-754-6711 44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 45 from the by-laws showing that this persan has authority to sign such obfigation. If 46 ,Surety's physical address is different fram its maiiing address, both must be provided. 47 The date of the band shall not be prior to the date the Contract is awarded. CITY OF FORT WDRi'H AV�LLA BOAT CLUB SEWER EXT'ENSION- CPN: E03783 STANDARD CITY CONDITIOAiS — nEVELOPF,R AWARDHD �It07FCT5 Revised January 3 l, 20 [ 2 Bond Na. GSB5900054 006214-1 PAYMENT BOIVD Page l of 2 1 2 3 4 5 b THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: � 7 That we, Mass lJtilities LLC , known as 8 "Pz'incipal" herein, and The Grav Insuranca Company , a 9 corporate surety ( or sureties if more than one), duty au�orized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 31 Developer, Ne�Vletro Communities, authorized to do business in Texas "(Developer"}, and the 12 City of For# Worth, a Texas municipai corporation ("City"), in the penal sum of t3 Two hundred sixty three tho�sand seven hundred fifty seven & No/100 Dollars I4 ($263,757.0�), lawful money of the Upited States, ta be paid in Fort Worth, Tarrant County, I5 Texas, for the payrnent of whic�► sum well and truly be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, o�r heirs, exeeutors, administrators, successors and 17 assi�ns, jointly and severally, firmly by these presents: 18 19 20 21 22 23 z4 25 26 WHEREAS, Developer and City have entered into an Agreement for the constructian of community facilitics in thc City of Fort Worth, by and through a Cor�nmunity F�cilitics Agreemcnt, CFA Numbcr2� ��y�; and WHEREAS, Principal has entered into a cerkai❑ written Contract with Developer, awarded the 2�day af June , 20 22 , which Contract is hereby referred ta and made a part hereof for all piuposes as if fully set forth herein, ta fiarnish all materials, equipment, labor and ather accessories as defined by law, in the prasecution of the Work as provided for in said Contract and designated as Avilla Boat C�ub Sewer Extension. NOW, THEREFORE, THE CONDITION OP THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment band beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended} in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. 31 32 ��cj This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities an this bond shali be determined in accordance with the provisions of said statute. CITY QF FORT WORTH AVELLA SOAT CLUB SEWER EXTENSION - CP�1: 1U3783 STANDARD CITY CONDITiONS — DF.VELOPER AWARDEd PROJECTS Revised January 3[, 20 ] 2 ao�aia-z PAYMENT B03VD Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and of�cers on this the 22 day of � June , 2022 4 A�EST: a � (1'rincipal) Secrefary J/� � --�-" itnes to Principal ATTEST: � ,,.m 5,��. (Surety) �a� Lauren Smith, Witness � Ui��lra. Witness as to Surety Lisa Ortiz 5 6 7 8 9 �a i� PRINCIPAL: Moss Utilities. L,LC BY: Sign e f f 1' D.�S � e� ��- Name and Title Address: 3300 Rock Island Rd. �rving TX 7506� SURBTY: The Gray Insurance Company __ _.. � _--� _ � � _ Signature - Patricia Ann Lyttle, Attorney-in-Fact Natne and Title Address: P.O. Box 6202 Metairie LA 70049-6202 Telephone Number: 504-754-67� 1 Note: If signed by an officer of the Surety, there must be on file a certified extract froxr► the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is differetat from its mailing address, both must be provided. The daie of the band shall not be prior to the date the Contract is awarded. END OF SECTI�N CiTY OF FORT WORTH AVILLA BOAT CLUB SF.W�R EXTENSION - CPN: I03783 STANDARD CiTY CONDETIONS — DEVELOPER AWAK�E,b PAOJECTS Revised 7anuary 31, 2012 Bond No. G5B 5900054 oo6ai9-� M.AINTENANC� SOI�d Page l of 3 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Moss UtilitieS, LLC , known as S "Principal" herein and Th� Grav_Insuranc� Compa�.y__._ , a corporate surety 9 {sure�ies, if more than one) duly auihorized to do business in the State of Texas, known as 16 "Sr�'ety" herein (whether one or more), are held and frmiy bound unto the Developer, NexMetro ] 1 Communities, authorized to do business in Texas ("Developer"} and th� City of Fort Worth, a 12 Texas municipal carporation ("City"), in the sum of 13 Two hundred sixty �hree thousand seven h�ndred fifty seven & Na/100 Dollars {$263,757.OQ), 14 lawfi.�l money of the United States, to be paid in Fart Worth, Tarrant County, Tcxas, for payment 15 af which sut� wcll and truly hc madc jointly unto the Dcveloper and the City as dual abligecs and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 corr�munity facilities in the City of Fort Worth by and thraugh a Co�cnmunity Facilities 24 Agreement, CFA Number�-�'1U�%; and 21 WHEREAS, ih� Principal has entered into a cerfain written contract with the Developer 22 awarded the 22 day of June , 2022 , which Contract is hereby 23 referred to and a made part hereof for all pUrposes as if fully set forth herein, to furnish alI 24 materials, equip�nent labor and other accessories as defined by law, in the prosecution of the 25 Work, inciuding any Work resulting from a duly autlaorized Change Order (collectiveIy herein, 26 the "Work") as provided for in said Contract and designated as Avilla Boat Club Sewer 27 Extension; and za 29 WHEREAS, Principal binds itself to use such materials and to so canstruct the Work in 30 accordance with the plans, specifications and Contrac# Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of #rva (2) years 32 after the date of Final Acceptance of the Work by the City {"Maintenance Period"); and 33 CITY OF FORT WORTH AVELLA BpAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD C[TY CONDITIONS — vEVEL�PFR AWARI�FD PROJECTS l2evised January 31, 2012 006219-2 MAINTHNANCE BOND Page 2 of 3 34 WHEREAS, 1'rincipal binds itself to repair ar reconstruct the Work in whole or in part 35 upon receiving notice from the Developer and/or City of the need thereof at any time within the 36 Maintenance Period. 37 38 NOW THEREFORE, the condition of this obligation is such that if Principal shall 39 remedy any def�ctive Work, for which timely notice was provided by Developer or City, to a 40 completian satisfactory to the City, then this abligation shall become null and void; otherwise to 41 remain in fiill force and effect. 42 43 PROVIDED, HOWEVER, if Principal shall fail so to repair or recanstruct any timeiy �4 noticed defective Work, it is agreed that the Developer or City may cause any and all such 45 defective Work to be repaired ancl/or reconstructed with all associated costs thereof being borne 46 by the �'rincipal and the Surety under this Maintenance Bond; and 47 48 PR�VIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 49 Tarrant County, Texas or the United States District Court far thc Narthern District of Texas, Fort 50 Worth Division; and 51 52 PR�VIDED FURTHER, that this obligation shall be continuous in nature and 53 successive recoveries may be had hereon for successive breaches. 54 55 5b CITY OF FDRT WOKTH AVILLA SOAT CLUB SEWER EXTEN510?�I - CPN: 103783 STAI�I�ARD CITY CONDITIONS— DEVELOPFR AWARI��:D P120J1:CTS Re� ised .Fanuary 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 57 58 59 6� 6I 62 63 64 b5 66 67 b8 b4 �a 71 72 73 74 75 76 77 78 79 80 81 82 83 84 $5 86 87 88 89 90 91 IN WITNESS WHEREO�', the Principal and the Surety have each SIGNED and �EALED this instrument by duly authorized agents and afficers on tnis the 22 day of June , 20 22 . PRINCIPAL: Moss lJtilities, LLC ATTEST. � (Princip ecretary W tnes ^ to Principa] ATTEST: (,.�,�.� 1 A� rf`.d �r��'i.� {Surety) ��ta� Lauren Smith, Witness n Witness as to urety LiSa Ortiz BY: S' ature �� t'Ye-�-� �dS�S S� yr}. Name and Title Address: 33fl0 Rock IsEand Rd. SURETY: The Gray Insurance Company �13Y: l `_�� ' r � - � l� �v � �� i4�/� ��r ; �_ " � Signaturc _ Patricia Ann L ttle, Attorne -in-�aci Name and Title Address: P_O. Box 6202 Metarie, LA 70�D9-6202 Telephone Number: 504-754-$711 92 93 *Note: If signcd by an officer of thc S�rcty Company, there must bc on fle a certificd extract 44 fram thc by-]aws showing that this person has authority to sign sucYa oblsgation. If 95 Surety's physica] address is different from its mailing address, both must be providcd. 96 97 98 The date of the bond shall not be prior to the date the Contract is awarded. CITY QF FORT WORTH AVILLA BOAT CLUB S�WER EXTENSION - CPN: 1Ei3783 STAN�ARl] CITY CONDITIONS — DEVELOPF.R AWARDED YR�IEGTS Revised January 31, 20l 2 iB?X Risk Services 02l28/20221223 ]083i3809527 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & Si1RETY COMPANY GE1VEItAi. POWER OF ATTORNEY Bond Number: GSB5900054 Principal: Moss Utilities, LLC Pro�ect: T�exMeEro Coenmunities, Cily of Fort Worth - AviIla Boat Club Sewer Extension KNOW A�L BY THESE PRESENI'S, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations d�ly organized and existing under the laws of Louiseana, and having their principal offces in Metairie, Louisiana, do hereby make, constitute, and appoint: Patricia Ann Lyttle, Michael D. Hendrickson, Byran K. Moore, Betty J. Rech, Elizabeth Ortiz, Ana Tomes, Andrery Addison, and Patrick Coyle of San Antonio, Texas jaintly and severally on behalf of each oFthe Companies named above its true and lawful Attorney(s}-in- Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings oblegatory in ihe nature of a bond, as su€ety, contracts of suretyship as are or may he req�ired or permitted by [aw, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $15,000.000.40. This Power of Attorney is granted and is signed 6y facsimile under and by the authoriTy of the following Resalutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly ca[led and held on the 26�' day of Jtene, 2003. "RESOLVED, that the President, �xecutive Vice President, any Vece President, or the 5ecrctary be and each or any of them hereby is authorized to exec�cte a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company honds, undertakings, and all contracts of surefy, xnd that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RE30LVED, that the signature of such oifcers and the seaE of the Company may be af�xed to any such Power of Attorney or to any certificaie relating thereto by facsimiEe, and any such Power of Attorney or certificate bearing such facsimiie signatare or lacsimile seal shafl be binding Upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surery to which it is attached. IN WITNESS WHERCOF, The Gray InsUrance Company and The Gray Casualty & Surety Company have caused their official seaEs to be hereinto affixed, and these presents to be signed by their authorized officers this 28'�' day of Ociober, 2021. `��R�N� d} $��L BY� .,� ,� �... *'" Stafe of Louisiana �r�� Michael T. Gray Pxesident The Gray Insurance Company � *��.Y• � 8V y� R GF� � I. Cullcn S. Piske tt a3 SSHL President '� The Gray Ca,sualty & Surety C:ompany �yt `�� ..*.. ss: Parish of Jefferson On this 28`h day of October, 2021, befare me, a tVotary Public, personally appeared Michaei T. Gray, President of The Gray Insurance Company, and Cullen S. Piske, Presideni of The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as oificers of, and acknowledged said instrument to be the voluntary act and deed, oftheir companies. , L�igh Ann� Henican � Notary Pubfic Notary ID No.92663 ' Orieans Parish, Louisiana ' � �v�,2 � �1W+ C�"�- �� Leigh Anne Henican No#ary Public, Parish ofOrleans State ofLouisiana My Gommission is far Life I, Mark S. Manguno, Secretary of The Gray Insurance Cor�zpaoy, do hereby certify ihat tE�e a6ove and fargoing is a true and correci copy of a Power of Attorney given by the companies, which is still in full force and effec#. IN WCTNESS WHEREOF, I have set my hand and aftixed the seals ofthe Company this 3st day of t�arch , zozz . �7�� j7 �V��'�'IN�.6 _ � I, Leigh Anne Henican, Secretary of '1'he Gray Casualty & Surety Compar�y , do hereby certify ihat the above and forgoing is a true ar�d correct copy of a Power of Attorney given by the companies, which is still in f�ii force and eflF'ect. IN WIT'NESS WHEREOF, I have set my hand and affixed the seals of the Company this � st day of Marcn , zo�2 . v��I� ' �� 1�C�- V '� aytlRA•YC VT4S.�.aag�'b'�` �., �� caP� -.� i,'�i. t o� SEH� � `= SE�iL � . � ��: " _ y�k, * � �� «..».... � . . *. rH� � IRAY SURETY The Gray Insurance Company The Gray Casualty & Sure'ty Company Statutory Gomplaint Nfltice 70 obtai� inforrnation or to ma[ce a complaint: You may contact the Surefy via telephone far information or to make a complaint at: 1-504- 754-6711. You may also write to the 5urety at: Gray Surety �.o. BoX �2a2 M�tairie, LA 70009-6202 You may also contact the Texas Department af ]nsurance to obtain information on companies, co�erage, rights or complaints at 1-800-252-3439. Yau may write to the Texas Department of Insurance at: P.O. Box 1491Q4 Aust�n, TX 78714-9104 Fax: �12-475-1771 PR�MIUM OR CLAIM DISPUTES: Should you have a dispute cancerning your premium ar about a ciaim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of lnsurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information on�y and does not becorne part of condition of the attached document. This notice is written under a complete reservation of rights. Nothing herein shal� be deemed to be an estoppel, waiver or modification of any of Gray's rights or defenses, and Gray hereby reserves afl of its rights and defenses under any general agreement of indemnity, contracts, agreements, bonds, or appl[cable law. CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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.Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2.Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3.Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4.Buzzsaw – City’s on-line, electronic document management and collaboration system. 5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8.Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9.Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10.Contractor—The individual or entity with whom Developer has entered into the Agreement. 11.Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12.Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13.Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14.Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15.Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16.Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17.General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20.Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21.Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22.Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23.Plans – See definition of Drawings. 24.Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25.Project—The Work to be performed under the Contract Documents. 26.Project Representative—The authorized representative of the City who will be assigned to the Site. 27.Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28.Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29.Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 00 73 10- 4 Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32.Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33.Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34.Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36.Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37.Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39.Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 00 73 10- 5 Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41.Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B.Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C.Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In 00 73 10- 9 Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A.Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C.Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a.Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. 00 73 10- 11 Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2)$250,000 Bodily Injury per person 3)$500,000 Bodily Injury per accident / 4)$100,000 Property Damage D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: ____________________________________________________________ Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D 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: a. General Aggregate: _____________________________________ Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : _____________________________________ Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- NONE NONE NONE 00 73 10- 12 Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E.Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2.Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B.Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C.City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D.Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.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. F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A.Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract 00 73 10- 18 Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C.Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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. 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 00 73 10- 19 Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection F.Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G.Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H.Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A.To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A.Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4.Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B.Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C.Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D.Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E.Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 00 73 10- 21 Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C.City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 00 73 10- 24 Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. 00 73 10- 25 Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B.Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. oiiioo-i SUMMARY OF WORK Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 11 00 SUMMARY OF WORK 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 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 Speci�cations. 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 speci�c item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 oi ii o0-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 27 28 29 30 31 32 b c. 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. 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. 33 34 35 36 37 38 39 40 41 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 oizsoo-i DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1— General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 oi zs oo - 2 DAP SUBSTITUTION PROCEDURES Page 2 of4 b. Contractor proposes a cost andlor time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 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 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 speci�ed product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 speci�ed items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City _ Recommended _ Not recommended By Date Remarks Date Rejected _ Recommended Received late CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION O1 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 L No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 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 attendingmeetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Ol 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. f. g• h. J• k. 1. m. n. P q r. t. u. Contract Time Notice to Proceed Construction Staking Progress Payments Extra Work and Change Order Procedures Field Orders Disposal Site Letter for Waste Material Insurance Renewals Payroll Certification Material Certifications and Quality Control Testing Public Safety and Convenience Documentation of Pre-Construction Conditions Weekend Work Notification Legal Holidays Trench Safety Plans Confined Space Entry Standards Coordination with the City's representative for operations of existingwater systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings f£ Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 O1 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION Ol 32 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within thetime specified in the individual Work Sections, of the Speciiications. 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 � Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. 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 Certi�cation Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify thefollowing: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/� inches x 11 inches to 8'/� inches x ll inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Speci�cation 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 limitedto: 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 £ 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 limitedto: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work L Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 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) CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013300-� DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 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 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 fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. 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 bringthe submittal into conformance. b) It may be necessary to resubmit using a differentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Quali�cations 1. If specifically required in other Sections of these Specifications, submit aP.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. Suffcient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K8. Working Days modified to Calendar Days CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 2 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: SECTION Ol 3513 SPECIAL PROJECT PROCEDURES 6 L The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 1• {Coordination with North Central Texas Council of Governments Clean Construction Specification [remove if not required]} 19 20 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— GeneralRequirements 26 3. Section 33 12 25 — Connection to Existing WaterMains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — C1eanConstruction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the j urisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing any work 2 therein in accordance with the provisions of the permit 3 b. All work performed in the TxDOT right-of-way shall be performedin 4 compliance with and subject to approval from the Texas Department of 5 Transportation 6 B. Work near High Voltage Lines 7 1. RegulatoryRequirements 8 a. All Work near High Voltage Lines (more than 600 volts measured between 9 conductors or between a conductor and the ground) shall be in accordance with 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage-type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes or dippers 17 c. Equipment must meet the safety requirements as set forth by OSHA and the 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with powercompany 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 C. Confined Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program in accordancewith 32 OSHA requirements. 33 2. Confined Spaces include: 34 a. Manholes 35 b. All other confined spaces in accordance with OSHA's Permit Requiredfor 36 Confined Spaces 37 D. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following willapply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section Ol 31 13 43 E. Water Department Coordination CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischiefj and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name ofProject 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of constructionactivity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phonenumber 33 � Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyeris 41 delivered to all residents of the block. 42 43 44 45 46 47 48 G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice asfollows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 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 E�ibit 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. £ Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certi�cates £ Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. 42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 43 Construction Specification [if required for the project] 44 1. Comply with equipment, operational, reporting and enforcement requirements set 45 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page � of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOTUSED] 10 PART 3 - EXECUTION [NOTUSED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safery, Subtitle A. Public Safety, Chapter 7�2. High Voltage Overhead Lines. 13 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 2 3 4 5 6 7 s 9 10 11 12 13 14 15 16 17 1s 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: 1 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 AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 2 EXHIBIT B FORT WORTH �- DOE I'!O. XXXX Project I�atne: l�IOTICE OF TEMPORAAY WATER SERVICE INTERRLiPTiOrt DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN TAE AOURS 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 � CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of2 SECTION Ol 45 23 TESTING AND INSPECTION SERVICES PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment ofall Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all requiredpayments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the ProjectRepresentative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection L Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 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 03/20/2020 D.V. Magafla Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 ois000-i TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. a Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 ois000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction L 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 L Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 oi ss26-i STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Traf�c Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traf�c control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 oi ss26-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 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 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign L If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards L Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION O1 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1— General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 O1 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 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 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 Deparhnent of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section O1 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 Deparkment of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 O1 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section O1 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION- CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 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 list of City approved products for use is available through the City's website at: htt�s://a�ps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section O1 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 oi6600-i DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION O1 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1— General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 oi6600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 11 12 13 14 15 16 17 C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Speci�cations. 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. 18 3. 19 20 21 22 4. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5 7. 8. 9. 10 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. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. Store in manufacturers' unopened containers. 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. Keep public and private driveways and street crossings open. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [ox] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 30 END OF SECTION CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of4 SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 O1 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 11.A3.a.2) d. No payments will be made for standby, idle time, or lost profits 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 Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 O1 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION O1 7123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from tbis City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As-Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survev - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 � 2. As-built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. Construction Stakin� — 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. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. 2. 3. 4. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A_Survey Staking Standards City of Fort Worth - Standard Survey Data Collector Library (fxl) �les (available on City's Buzzsaw website). Texas Department of Transportation (TxDOT) Survey Manual, latest revision Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section O 1 33 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut-Sheets" conforming to the standard template provided by the City 31 (refer to O1 71 23.16.01— Attachment A— Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As-built Redline Drawing Submittal 34 35 36 37 38 39 40 41 42 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 O1 71 2316.01 — 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. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If Developer's Project Representative is 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. 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 notes used 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 OS 23 and/or 33 OS 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. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 2. Coordination a. Contractor is to coordinate with City to confirm which features require as- built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 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 2501inear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable 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.) � 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 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 2 3 4 5 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] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2 - PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 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) 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 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 32 33 34 35 36 37 38 39 40 41 A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 b. c. � e. Horizontal alignment on a structure shall be within .O.lft tolerance. 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 O.OSft. tolerance from their specified locations. 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. 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. 16 17 18 19 20 21 22 23 24 25 26 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certi�ed 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 �eld work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 36 37 38 39 40 41 1. Notify City or Developer's Project Representative if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City or Developer's Project Representative may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the Developer's Project Representative before further associated work can move forward. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [ox] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definirions and references under 1.3; moditied 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey "during" and "after" construction; and revised acceptable digital survey file format ��a CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 103783 Revised February 14, 2018 017423-1 DAP CLEANING Page 1 of4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 74 23 CLEANING 5 A. Section Includes: 6 1. Intermediate and �nal cleaning for Work not including special cleaning of closed 7 systems speci�ed elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMiNATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of4 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 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CI"f Y ON FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 oi �� i9 - i DAP CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 77 19 CLOSEOUT REQUIREMENTS 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 29 30 31 32 33 34 35 36 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 oi �� i9-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section O1 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 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 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 £ Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION O1 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8'/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 � � Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. 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. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE 1NSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 e. ii 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. If available, provide an electronic form of the O&M Manual. B. Manual Content 3 � L 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 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. 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. CTf Y ON FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 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 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 £ 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. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.S.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 78 39 PROJECT RECORD DOCUMENTS 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other pocuments where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 112 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 L Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Speci�cations. 37 a The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a"cloud" around the area or areas 48 affected. CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of4 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other pocuments 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents, other than Drawings, will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling, and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJLTSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 312 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 APPENDIX GC-4.01 Availability of Lands — Offsite Easements GC-4A2 Subsurface and Physical Conditions —Geotechnical Report Provided GG4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site -None GG6.06.D Minority and Women Owned Business Enterprise Compliance — Not Required GC-6.07 Wage Rates - Not Required Tl�. �7,,,,,,,.,,�,,,t D,,. ,,.,,;+ ,,,.] T, �� A�,,.,.,,, ,,,7 D,,, ,,.�;+ GC-6.24 Nondiscrimination — None •� ��. ._ . . GR-O 1 60 00 Product Requirements — CoFW Standard Product List CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 D222125859 05/16/2022 01:36 PM Page: 1 of 6 Fee: $39.00 Submitter: COFW CFA OFFICE Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK CPN: 103783 — AVILLA BOAT CLUB SANITARY SEWER EXTENSION PARCEL # 2 3400 BOAT CLUB ROAD, FORT WORTH, TX 76179 LOT - 1, BLK- 1, THE RANCH AT EAGLE MOUNTAIN, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE: May4,2022 GRANTOR: ONML VILLAS AT EAGLE RANCH, LLC (A TEXAS LIMITED LIABILITY COMPANY) GRANTOR'S MAILING ADDRESS (Including County); 1038 TEXAN TRAIL GRAPEVINE, TARRANT COUNTY, TEXAS 76051 GRANTEE: CITY OF FORT WORTH 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. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line 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, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent SEWER FACILITY EASEMENT Rev. 1/9/18 FOR1' WORTH � D222125859 purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the 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 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 Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement 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. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SEWER FACILITY EASEMENT Rev. 1/9/18 Page 2 of 6 Fox� H. D222125859 GRANTOR: ONML VILLAS AT EAGLE RANCH, LLC (A TEXAS LIMITED LIABILITY COMPANY) /�l �� ,`� / BY: ZAC TH j PSON, PRESIDENT �� THE STATE OF TEXAS § § COUNTY OF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Zac Thompson, President, 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 ONML Villas at Eagle Ranch, LLC and that he/she executed the same as the act of said ONML Villas at Eagle Ranch, LLC the purposes and consideration therein expressed and in the capacity therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this Jc��v day of � �J< < � , 2(k� �— ,,. �,, DONA ALBALANCY � ��'• " �° Notary Public � �`� •' �'' STATE OF TEXAS '�;;,o�,�+� ID#10164519 Notary Publ'� i and for the State of Texas M Comm. Ex . Au , 29, 2023 SEWER FACILITY EASEMENT Rev. 1/9/18 Page 3 of 6 FoaT�WoxTx. D222125859 GRANTEE: CITY OF FORT WORTH �'.� rS..l. B}/; sr.:�•��.o,kF;ra.,ya,zo-.zis:sacen Steve Cooke Property Management Director APPROVED AS TO FORM AND LEGALITY: By: ��z��4---:-�� Thomas R. Hansen Assistant City Attorney 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. B". �.c-r_rct�i ��e,2.r.��n,�e�e�� J Janie Scarlett Morales Planning Manager THE STATE OF TEXAS COUNTY OF TARRANT ACKNOWLEDGEMENT . BEFORE ME, the undersigned auth�rrty, a Notary Public m and for the State of TEXAS, on this day personally appeared Steve Cooke, Property Management Director of the CITY OF FORT WORTH, 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 he executed the same for the purposes and consideration therein expressed and, in the capacity, therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this �'� � day of � �.� � 20 �Ze. . ��,y� _ �•"N�':�'��. MATT TILLY � '�'`�� NOtary PUbiiC :� �;, ��,:�;" STATE OF TEXAS ''`or?R��,�`�� 133026152 c '''w��•` My Comm. Exp. Apr. Ofi, 2025 SEWER FACILITY EASEMENT b � � �e Notary Public in and f e State of TEXAS FORT WORTH: � Page 4 of 6 D222125859 Page 5 of 6 �'XHIBIT '�1 " , 5o FOOT WIDESANIT�IRYSEWER EfISEMENT � 17378SQF1'OR o.399ACRESOFLAND THOMASFREEMANSURT�'Y, ABSTRACT,S46 CITYOFFORTWORTH, TfIRRANTCOUNTY, TEXf1S I 0 60 120 � LOT 1, BLOCK 1 TNE RANCH AT EAGLE MOUNTAIN GRAPHIC SCALE IN FEET CC#D203175863 I 0. P. R. T. C. T. __ '� — ' — —� �— — � — —� �— — I I , ,�1�Z�il..� 1�2 /RF z � � ��,�.r-.j:��l'��,,"�L(, 0 - �C� ., 'l�� o 0 I I ��.�3`>��`'� � m - � I I I 1/2 CIRF 15—FOOT ONML VILLAS AT EAGLE RANCH, LLC POC "LAND S" � � SANlTARY SEWER CC# D221363870 g EASEMENT 0. P. R. T. C. T. o� � � CC#D202144216 0 0 I I O.P.R.T.C.T. o � w S 89°43'09" E 350.09' �'I I �_ I � ��o C° � � `� � 0 B I � o"' �� S 06°04'00" 1 50.26 � I zl N 89°43'09" W 345.02' I I I � I I 50-FOOT WIDE SANITARY �, SEWER EASEMENT 17,378 m � I I SQUARE FEET OR � I 3 w� � M I LEGIND: I 0.399 ACRES �` Q x� � N � H�F! POB POINT OF BEGINNING � � I� U POC POINT OF COMMENCING O r� M E,',,�/ IRF IRON ROD FOUND � W ('v W CIRF CAPPED IRON ROD FOUND 5-FOOT ELECTR(C EASEMENi 1-� Q a-! VOLUME 3266, PAGE 524 ��1 � � NorES: D.R.T.C.T F�-11 Q U O 1. LEGAL DESCRIPTION OF EVEN DATE PERMANENT SLOPE EASEMENT �4 � ACCOMPANIES THIS EASEMENT DRAWING. CC�D212307652 � � 2. BEARINGS REFERENCED TO THE TEXhS O.P.R_T.C.T. _ _ _ _ I �I SiATE PLANE COORDINATE SYSTEM, RIGHT-OF-WAY ACOUISlTION NORTH CENTRAL ZONE, NAD '83, I `� VERTICAL DATUM NAVD 88. CC�% D212307624 5/8 CIRF 5/8 CIRF o. P.R. r. c. r. "GORRONDONA" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _'GORR�DONA'= ROBERTSON RD (80' RIGHT OF WAY) SHIELD ENGINEERING GROUP TBPE FIRM #F-11039 • TBLS FIRM it10193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 .r fi� �-- � + i , �i r ';- _.��:' i_ i._ - ROBERT P. ALLEN R.P.L.S. No. 6495 DATE D: 01-27-2022 l ,�P��;�'TeTF-�� I �,•�� RF�• � I R08ERT P. ALLEN ..................... �•: °,p 6495 P� � ��FSUR`��`y� D222125859 Page 6 of 6 �'XHIBIT 'B" 5o FOOTWIDESANIT�4RYSEWERF�15'EMENT 17378SQFTOR o.399ACRESOFLAND THOMASFREEMANSURUEY, ABSTRACT,S46 CITYOFFORTWORTH, T�4RRAN'I'COUNTY, TEX4S � N O � 0 w � a 0 Z 0 � � 3 0 0 U BEING A TRACT OF LAND SITUATED IN THE THOMAS FREEMAN SURVEY, ABSTRACT NUMBER 546, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A CERTAIN TRACT OF LAND AS DESCRIBED BY DEED TO ONML VILLAS AT EAGLE RANCH, LLC, AND RECORDED IN COUNTY CLERK'S FILE NO. (CC#) D221363870, OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS, (OPRTCT) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 1/2 INCH CAPPED IRON ROD MARKED "LANDES" FOUND FOR THE REENTRANT CORNER OF THE SAID ONML TRACT AND IN THE WEST RIGHT OF WAY LINE OF SALT FORK DRIVE ( A VARIABLE WIDTH RIGHT OF WAY ), FROM WHICH A 1/2-INCH IRON ROD FOUND FOR THE NORTHEAST CORNER OF THE SAID ONML TRACT AND BEING COMMON WITH THE SOUTHEAST CORNER OF LOT 1, BLOCK 1, THE RANCH AT EAGLE MOUNTAIN, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS SHOWN ON PLAT THEREOF AND RECORDED IN (CC#) D203175863, (OPRTCT) BEARS NORTH 00°01'16" WEST, A DISTANCE OF 60.08 FEET; THENCE WITH THE SAID WEST RIGHT OF WAY LINE OF THE SAID SALT FORK DRIVE, THE FOLLOWING COURSES AND DISTANCES: 50UTH 06°04'00" WEST, A DISTANCE OF 50.16 FEETTO THE POINT OF BEGINNING; SOUTH 06°04'00" WEST, A DISTANCE OF 50.26 FEET TO A 1/2-INCH CAPPED IRON ROD MARKED "LANDES" FOUND, FROM WHICH A 5/8-INCH CAPPED IRON ROD MARKED "GORRONDONA" FOUND BEARS SOUTH 00°21'21" WEST, A DISTANCE OF 137.96; THENCE OVER AND ACROSS SAID ONML TRACT, THE FOLLOWING COURSES AND DISTANCES: NORTH 89°43'09" WEST, A DISTANCE OF 345.02 FEET TO A POINT FOR CORNER; NORTH 00°16'49" EAST, A DISTANCE OF 50.00 FEET TO A POINT FOR CORNER; SOUTH 89'43'09" EAST, A DISTANCE OF 350.09 FEET TO A POINT FOR CORNER TO THE POINT OF BEGINNING, AND CONTAINING 17,378 SQUARE FEET OR 0.399 ACRES OF LAND MORE OR LESS. NOTES: 1. EASEMENT DR4WING OF EVEN DATE ACCOMPANIES THIS LECAL DESCRIPTION. ,' _ _--- � li l •�1 _, -_ '_ ., r� �� _ �_ _ `_ l ,�P��'rE�F-�� °J.�F,�' � 'PF`o.J' ROBERT P. ALLEN ..................... ��'O 6495 �: ��FSUR ��o� SHIELD ENGINEERING GROUP TBPE FIRM f!F-11039 • TBLS FIRM tN0193890 1600 West 7th Street, Suite 400, Fort Worth, TX 76102 • 817.810.0696 ROBERT P. ALLEN R.P.L.S. No. 6495 DATED: 01-27-2022 D222125856 05/16/2022 01:35 PM Page: 1 of 6 Fee: $39.00 Submitter: COFW CFA OFFICE Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK CPN: 103783 — AVILLA BOAT CLUB SANITARY SEWER EXTENSION PARCEL # 1 8101 BOAT CLUB ROAD, FORT WORTH, TX 76179 LOT —1C, BLK-1, FREEMAN, THOMAS SURVEY ABSTRACT 546 TRACT 1C STATE OF TEXAS COUNTY OF TARRANT DATE: May 4, 2022 § § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH SEWER FACILITY EASEMENT GRANTOR: NEXMETRO BOAT CLUB, LP (A TEXAS LIMITED PARTNERSHIP) GRANTOR'S MAILING ADDRESS (Including County); 2355 EAST CAMELBACK ROAD, SUITE 805 PHOENIX, AZ 85016 GRANTEE: CITY OF FORT WORTH 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. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line 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, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part SEWER FACILITY EASEMENT Rev. 1/9/18 Fox� H. D222125856 Page 2 of 6 thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the 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 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 Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement 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. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SEWER FACILITY EASEMENT Rev. 1 /9/18 FORT WORTH. �;,�,� _ D222125856 Page 3 of 6 GRANTOR: NEXMETRO BOAT CLUB, LP A STATE OF TEXA_ SjLIMITED PARTNERSHIP i � �� —'� _-- _f- .� -- - � � BY: BRIAN ROSENBAUM, EXECUTIVE MANAGING DIRECTOR � THE STATE OF � § ��o § COUNTY OF �� § ACKNOWLEDGMENT Af-12c�r10.. BEFORE ME, the undersigned authority, a Notary Public in and for the State of '�e� on this day personally appeared Brian Rosenbaum, Executive Managing Director, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me tha.t the same was the act of NexMetro Boat Club, LP and that he/she executed the same as the act of said NexMetro Boat Club, LP the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this Jr�`" day of � L4 , Z�ZZ ,d;i�sLr� MAATJABDUL•HALIM e NoWry Public - Arizana �� ' �� Maricapa County ��r°� Commission # 552002 ��9ta' My Comm. Expires Sep 20, 2022 SEWER FACILITY EASEMENT Rev. 1/9/18 r, :�. I ' ' ,j I � i „� �� / . 1 � _ ' `, i Notary P ic in an� for the State of Texas FORT WORTH. ,�� D222125856 GRANTEE: CITY OF FORT WORTH �'.� rS..l. B}/; sr.:�•��.o,kF;ra.,ya,zo-.zis:sacen Steve Cooke Property Management Director APPROVED AS TO FORM AND LEGALITY: By: ��z��4---:-�� Thomas R. Hansen Assistant City Attorney 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. B". �.c-r_rct�i ��e,2.r.��n,�e�e�� J Janie Scarlett Morales Planning Manager THE STATE OF TEXAS COUNTY OF TARRANT ACKNOWLEDGEMENT . BEFORE ME, the undersigned auth�rrty, a Notary Public m and for the State of TEXAS, on this day personally appeared Steve Cooke, Property Management Director of the CITY OF FORT WORTH, 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 he executed the same for the purposes and consideration therein expressed and, in the capacity, therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this �'� � day of � �.� � 20 �Ze. . ��,y� _ �•"N�':�'��. MATT TILLY � '�'`�� NOtary PUbiiC :� �;, ��,:�;" STATE OF TEXAS ''`or?R��,�`�� 133026152 c '''w��•` My Comm. Exp. Apr. Ofi, 2025 SEWER FACILITY EASEMENT b � � �e Notary Public in and f e State of TEXAS FORT WORTH: � Page 4 of 6 D222125856 Page 5 of 6 EXH I BIT "A" BEING a tract of land situated in the Thomas Freeman Survey, Abstract No. 546, City of Fort Worth, Tarrant County, Texas, the subject tract being part of a tract of land conveyed to NexMetro Boat Club, LP, by deed recorded in Document No. D221279820, Official Public Records, Tarrant County, Texas (OPRTCT), with the subject tract being more particularly described as follows: BEGINNING at a point on the west line of said NexMetro Boat Club, LP tract from which a 1/2° iron rod found at the north end of a corner clip at the intersection of Robertson Road and Salt Fork Drive S 00'21'37" W, 129.41 feet; THENCE along the west line of said tract, also being the east right—of—way line of said Salt Fork Drive, a variable width right—of—way, the following: N 00'21'37" E, 7.39 feet; N 05'26�55" W, 7.64 feet from which a 1/2° iron rod found bears N 05'26'55" W, 92.86 feet; THENCE traversing said NexMetro Boat Club, LP tract, the following: N 90'00'00" E, 15.89 feet; S 00'00'00" W, 15.00 feet; N 90'00�00'� W, 15.21 feet to the POINT OF BEGINNING with the subject tract containing 230 square feet or 0.005 acres of land. PAGE 1 OF 2 ��lSPIARS SANITARY SEWER EASEMENT l LNGINEERING & SURVGYING ,�.5�,,;,.:,�,:�.5:,;�,�� .�;,.,,,�,,,,, .,,,,,,�,,,, T. FREEMAN SURVEY, ABSTRACT NO. 54G 7PL�I��f.21ii • 72LGSI:�.F1[�)!31C�J • ...� ;.:•rst '.<ni� Drawn: Checked: Dote .Job No. CITY OF FORT WORTH MEE DKB >>/2/z� zo-2�a TARRANT COUNTY, TEXAS na��q� c\zozo :o�\:o-aia r=.�,<:,o - a;x o�e\r��: •+ -� s�5.hr�r.;,cVo-zia s.�r�<ry s_.,� eo,<R-..ie,� �,:� er os-o�� s�.e rT�=: a/�/zozz s.o3.� �.� � OF � �P �.G � S r f'�F�� . � o � DARREN K. BROWN A 5252 P �"� ��FESS\�� J �� S U R`� J �� DARREN 1<. BROWN, R.P.L.S. 5252 Ploticd t�: Ohlronn Pbl O�Ic: 4/I/70JJ i:04 f'V D222125856 15 0 15 30 1"=30' Basis of bearing: State Plane Coordinate System, North Texas Central Zone 4202, North American Datum of 1983. Adjustment Realization 2011. EXH I BIT "B" G7 1/2" CIRF CM U I' • Z 3 �o � � � a $ lL ; J� � o V% `o > IRF CIRF OPRTCT THE RANCH�AT EAGLE MOUN � Cab. A, Slide 8370 PRTCT z 0 � N rn � � � z � N � I�� L3 \ J �L5 ��1n11�1Tj� ��lti��r Eas�in�nt 0.005 Ac. (230 S.F.) � m N 2 3 � t+� N O O N NEXMETRO BOAT CLUB, LP Doc. No. 0221279820 OPRTCT Page 6 of 6 LEGEND 1/2" IRON ROD W/ PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED. IRON ROD FOUND CAPPED IRON ROD FOUND OFFICIAL PUBLIC RECORDS Line Table Line � Bearing Distance L1 N 00'21'37" E 7.39' L2 N 05'26'55" 14 7.64' L3 N 90'00'00" E 15.89' L4 S 00'00'00" E 15.00' L5 N 90'00'00" 1"� 15.21' i/2" CIRF CM — 20' Slope Easement Doc. No. D212307665, OPRTCT ROBERT50N ROAD (CAUNTY ROAD 4126) vo,�onia wldlh Publlc Row PAGE 2 OF 2 �]SPIARS SANITARY SEWER EASEMENT [NGIN[Ef21NG & SURVEYING T. FREEMAN SURVEY ABSTRACT NO. 546 uao,:�e�r..,,e.souxo • F��o.r.�rvs • siz.aza.eon i 7F.F:I:�F-2121 • 7L'li>t�o.FIG3=31C�) • ..�:r<<"rttn;.<c'n Drawn: Checked: Date �ob No. CITY OF FORT WORTH MEE DKB a/�/�z zo—zis TARRANT COUNTY, TEXAS v�,:-�.3� c.-\2ozo .�ss\zo -z�a r_.��,_;,o - tr�; o�s�u��i - s�5v�ilv:.c�ao-2ie c:.a�y s�.:, e�;=R�.�ia.q s�:=i Q� o�+�o..� �.z nm� </�/zozz i-<aoz Fr.�. � OF � ,� T �P �G\STeR�� ^ � � o � DARREN K. BROWN A 5252 P <"9 ��FESS\D�J `�� s u R� � I DARREN K. BROWN, R.P.LS. 5252 P:olled bi: �3�onn PI�� p�te: 4/7/2022 1:4G F!� GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GEOTECHNICAL EXPLORATION EAGLE RANCH 11 Off Robertson Drive and Lalce Country Drive Fort Worth, Texas ALPHA Report No_ W213300 December 14, 2021 Prepared for: ONM LIVING, LLC 1038 Texan Trail Grapevine, Texas Attention: Mr. Kelly Dykes Prepared By: ALPNA/��TESTING � WHER� IT AL! BEGINS A L P H�/� T E S T I N G Grarerlruic•ul 5058 B��usfi Creek Ro�d Tel: 8J7-496-5600 � Cortstructrnn �4lareriral.s Fort {3'or9h, Texas 7h119 Fax: 817-496-5608 � n ti�tl�ulrneE�rrful www, alphatesting.com WHERE IT ALL BEGINS TBPEFirmNn.813 December 14, 2021 ONM Living, LLC 1038 Texan Trail Grapevine, Texas Attentian: Mr. Kelly Dykes Re: Geotechnical Explaration Eagle Ranch 11 Off Robertson Drive and Lake Country Drive Fort Worth, Texas ALPHA Report No. W213300 Attached is the report of the geatechnical exploratinn performed for the project referenced above. This study was authorized by Mr. Ketiy Dykes on October 27, 2421 and performed in accordance with ALPHA Proposal No. 8706{, dated October l 8, 2Q21. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The resu�ts and analyses were used to develop recommendations to aid design and construction of foundatians and private pavement. ALPHA TESTING, LLC appreciates the opportuniiy to be of service on this projeet. If we can be of further assistance, please contact our office. 5incerely, ALPHA TESTII�G, LLC. �'ti�-' t�ts'`_ Karina Cohua Geotechnical Project Manager BJ}i/kc Copies: (1-PDF} C2ient � �`- Brian J. Hoyt, P.E. Regionai Manager December 14, 2021 TABLE OF CONTENTS ALPHA REPQRT NO. W2I3300 ] .0 PURPOSE AND SCOPE .................................................................................................... 1 2.4 PROJECT CHARACTERISTICS ..........................................................................•-�---...... I 3.0 FIELD EXPLORATION .........................................�.....................................------............... 2 4.Q LABORATORY TESTS .................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2 6A DESIGN RECOMMENDATIONS .................................................................................... 3 6.1 Existing Fill and Pond ............................................................................................. 3 b.2 51ab-on-Grade Foundations .................................................................................... 4 6.3 Post-Tensioning Instiiute, Design of Past-Tensioned Slabs-on-Grade ................... 4 6.4 Independent Dril�ed Piers for Slab Foundations in Deep Fill Areas ...................... 5 6.4.1 Straight-Shaft Piers ..................................................................................... 5 6.4.2 Helical Piers ................................................................................................ 6 6.5 Drainage and Other Considerations ........................................................................ 7 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 8 7. ] Site Preparation and Grading .................................................................................. 8 7.2 Foundation Excavations .......................................................................................... 9 7.3 Fill Campaction .................................................................................................... l0 7.4 Utilities ..................................................................................................................11 7.5 Graundwater ......................................................................................................... 12 $.0 LIMITATIONS .................................................................................................................12 APPENDIX A-1 Methods of Field Explaration Boring Locatifln Plan — Figure 1 B- l Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W213300 ].0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for ONM Living, LLC (Client) so�ne of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed constructian. The field exploration was accomplished by secUring subsurface samples frorn widely spaced test borings performed acrass the expanse of the site. Engineering analyses were performed from resuIts af the field exploration and results of laboratory tests performed on representative samples. Alsa included are general camments pertaining to reasona�ly anticipated construction problems and recorzlmendations concerning earthwark and quality control testing during construction. T�is information can be used to evaluate subsurface conditions and to aid in ascertainiang construction meets project specifications. Recommendatrons provided in this report were develoged from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fi.illy define the variability of subsurface materials and conditions that are present on the site. The nature and extent af variations between borings may not become evident uratil construction. If significant variatians then appear evident, our office should be contacted to re-evaluate �ur recommendations after performing on-site observatians and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to construct a residential subdivision (Eagle Ranch 11) generally located on the northeast corner of Robertson Road and Prentiss Drive in Fort Worth, Texas. A site plan illustrating the generai outline of the praperty is �rovided as Figure 1, the Boring Lacation Plan, in the Appendix. At the time the field exploration was performed, the site generally consisted af a vacant tract of land with scattered rrees. An existing pand is located in the vicinity nfBoring l 3. Historical aerial images ava'rlable from Google Earth� indicate grading/clearing accurred in the vicinity of Barings 1 through 10 and 20. No informatian regarding previaus de�elopment on the site was provided to ilS. Review of grading plans prepared by Shield Engineering Group, PLLC (Sheets 2i, 22 and 23, dated December 2021) indicate the site generally slopes down from the center of the site towards the vvest down to a drainage area in the east area of the site abaut 46 ft (Approximate E�evation: 823 ft to Approximate Elevation: 777 ft) and from the northwest down to the same drainage area about 33 ft(Approxi�nate Elevation: 810 ft to Approxitnate Elevatian: 777 ft). These grading plans also indicate cuts of up to 20 ft and fills of up to 1 S ft will be required to achieve final grade in the builc3ing pad areas. ALPHA Report Na W213300 Present plans provide for the construction of new residential bualdings. The new struct€ues are expected to create light loads to be cazried by the foundations. We understand the new shuctures wili be supported with slab-on-grade foundations designed for g�tential movements of 4'/z inches or less. No below-grade slabs are planned. 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 18 test borings (20 borings propased) to a depth of about 20 ft each. Borings 2 and 3 were not performed due to inaccessibility in the drainage area described in Section 2.0. The test borings were dril�ed in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate locatiQn o� each test boring is shaw�n on the Boring Location P�an, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are bniefly summarized in Methods of Fielc� Exploration, Seetion A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on Log of Boring sheets included in the Appendix. The baring logs contain our Field Technician's and Engineer's intetpretatian of conditions believed to exist between actual samples retrieved. There%re, these horing logs contain both factual and interpretive information. Lines delineat�ng subsurface strata on the boring Zogs are approximate and t�e actual transition between strata may be gradnal. �A LABORA'I'ORI' TES'I'S Selected samples af the subsurface ma�erials were tested in the laboratory ta evaluate their engineering properties as a basis in providing recommendations for foundation design and earthwork constnzction. A brief descriptian of testing procedures used in the laboratory can be found in Methods of Labaratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets enclosed in the Appendix. 5.0 GEVERAL SUSSURFACE CO�D[TIONS Based on geoZogical atlas raaps available from the Buteau of Economic Geology, published by the University af Texas at Austin, the project site lies within the Fort Worth Lirnestnne and Duck Creek formation and close to the Kiamichi Formation. These formations generally consist of iiinestone with marl (limey shale} layers. Residual averburden soils associated with this formation generally cansist of clays with low to high shrink/swell patential. Subsurface canditions encountered in mast of the borings generally consisted of clay to depths of about'/z ft to 9 ft below the existing ground surface underlain by limestone and/or shale extending to the 20 ft termination depth af the borings. Subswface conditions encountered in Borings 8, 13 and 14 generally consisted of alternatzng layers of clay, shaly c�ay, limestone and shale extending to the 20 ft termination depth of the borings. Limestone was encountered at the surface in Boring 11 and extended to the 2� ft termination depth of the boring. More detailed stratigraphic information is presented on the attached Log of Baring sheets. Most of the s�bsurface materials encou�nterec� in the borings are relati�ely impermeable anci are anticipated to have a relatively s�ow response to water movement. Therefore, several days of observation wou�d be required io �valuate aetual groundwater ievels v�rithin the depths explored. ALPHA Report No. WZ I 3300 � � � Also, the groundwater Ievel at the site is anticipated ta fluctuate seasanally depending on the amount of rainfall, prevailing w�ather conditions and subsurface drainage characteristics. No free g�raundwater was encountered in the borings. However, it is cnmman to encounter seasonal groundwater fram natural fractures within the ciayey matrix, at the soil/rock (limestone and/or shale) interface, or from fractures in the rock (lirnestone and/or sl�ale}, particularly during or after periods of precipitation. If more detailed groundwater infarmation is required, manitoring wells or piezorneters can be instalIed. Furthcr details concerning subsurface materials and conditions encountered can be obtained from the Log of Baring sheets provided in the Appendix. 6.0 DESIGN REC011'IMEVDATIOVS The following design reeommendations w�re developed on the basis af the previously described Project Characteristics (Section 2.0} and General Subsurface Canditions (Section 5.0). If project criteria should change, o�r office shouId conduct a review #o determine if modificatians to the recommendations are required. Further, it is recommended our office be provided with a copy of the final plans and specifcations for review prior to construction. The follawing recommendatians are based on grading pians referenced in Section 2.0. Cutting and filling on the site ather than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be contacted before performing other cutting and fil�ing on site to verify appropriate design parameters are uti�ized for final foundation design. Also, our office should be provided with final grading plans to verify our recommendations. 6.1 Existin� F'ill and Por�d As discussed in Section 2.0, site grading operations may have been perforn�ed at this site. Although not encountered in the borings, existing fill materiai may be present on the properiy in areas that were not explored. If compaction records for existing fill cannot be obtarned, the existing fill should be considered as uncontrolled fill. Uncontrolled fi11 is generally not considered suitahle for suppor� of foundations due to the risk of under-campacted zones resulting in failures of weak sail andlor indeterminate levels of sett�ement. Any existing uncontralled fill should be removed fram the building pad area and replaced with engineered filI as recommended in Section 7.3. The excavated materials may be suitable for reuse as engineered filI provided they are free of organics, boulders, rubble, ar�d ather debris. The latera� extent, depth and nature of existing fill are not known. Test pits could be performed prior to constr�ctian to verify the presence, lateraI extent, depth, and nature of the existing fili materiais. ALPHA wauld be pleased to pro�ide this service if desired. AS discussed in Section 2.0, a pond was observed rn the vicinity of Boring 13. Pands should b� dewatered and de-mucked so that a�l organic, soft and unsuitable materials are removed and a firm native subgrade is exposed prior to backfilling. The depth of the pond was not known at the time of this study. Even if the pond backfilI is proper�y compacted, fills in excess af about 10 ft are still subject to settlements over time of up to abaut 1 to 2 percent of the tatal fill thickness. This should be considered tir+hen backfilling ponds belaw structures sensitive ta settlement. ALPHA Report No. W2l 3300 b.2 Slab-on-Grade Foundations � � � Slab-on-grade faundations should be designed with exterior and interior grade beains adequate to provide sufficient rigidity to the fo�andation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for a�l grade beams bearing on u�disturbed cuts in native clay, on fill material placed as recornrnended in Sect�on 7.3 or on limestone. Grade beams should bear a minimum depth of 12 inches below final grade and shouid have a minimum width of 10 inches considering the recommended bearing capacity. To reduce cracking as normal movements occur in foundation soils, all grade beams and siab foundations should be adeq�aately reinforced with steel (conventiona� reinforcing steel and/or post- tensioned reinforcement). It is cammon to experience some minor cosmetic distress to structures with sIab-on-grade foundation systems due to normal ground movements. A properly designed and constructed moist�re barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Our findings indicate slab foundations constructed at fina� grades as shown on the referenced grading plans are subject to potential seasanal movements of abaut 3 inches. Potential seasanal movements were estimated assurning fzll material used to raise the grade will consist of onsite or similar materiaI with a plasticity index of 30 ar less. If the plasticity index of rnaterial used ta raise the grade is higher than 3Q, potential movements cauld be higher than aur estimates. Slab foundations constructed above deep iills could experience settlements greater than 3 inches as discussed in Section 6.4. Patential seasonal movements were estimated using resuIts from absarption swell tests, in general accordance with rnethods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-12�-E and engineering judgment and experienee. Estimated movements were calculated assuming the moisture content af the in-situ soil within the normal zone of seasonal moisture content change varies between a"dry" condition and a"wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estixnates cautd occur if positive drainage of surface water is nat maintained or if so�ls are subject to an autside water saurce, such as leakage from a utility line or subsur�'ace rnoisture migration from off-site locations. b.3 �ast-Tensior�in Institute Desi n of Past-Tensioiaed Slabs-on-Grade Table A contains information for design of the post-tensioned, slab-an-grade founc�ation. Design para�neters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geastructural Taol Kit, Inc. {GTI). TABLE A PTI Design Para�neters Potentiai Seasonal Movement = 3 inches EDGE LIFT CENTER LIFT Edge Moisture Distanee, ft(ern) 4.3 9,0 Differential Soil Movement, inches (ym) 2A (swe1l) 1.3 (shrink) a ALPHA Report No. W2l 3300 6.4 Inde endent Drilled Piers far Slab Fo�ndations in Dee Fill Areas Significant thicknesses af fill {more than 17 ft) are planned for slab foundations in sorne lots in the vicinity of Boring 13. For building pads with planned fills deeper than 17 ft, a system of independent drilfed piers shauld be canstnicted below the slab-an-gr�ade foundatians to reduce the potential for �ong-term settlements. Lots with more than 17 ft af planned fill are delineated on the Baring Location Plan, Figure 1, with heavy black outline. Please Note: Due to the difference in potential movement between the piers and the sIab-on-grade foUndation, piers should be independent and not structurally conneeted to the slab-an-grade foundation. In addition, the structural engineer shouid appropriately design th� slab-on-grade to consider the possibility pvrtions of the slab are supported only by the piers in the e�ent the on-site soils shrink/settle and p�ll away frorn the slab. Post Tension Institute (PTI} design parameters provided in Section f.3 of this report are valid only for slab-on-grade systems fully supported on soil and do not take into consideration any portion of the slab or grade beams being futly or partially suspended on piers due ta shrinkage or sw�liing of an-site soils. Differential movements can also occur between the pier supported foundations and connecting flatwork and utilities. This should be considered when designing foundations and connections. A 6%Z layer of weathered limestone was encountered in Boring 13 at a depth o,f about % ft below the existing ground sarrface. A layer- of shaly clay was then encountered which was underlain by shale extending to the 20 ft boring termination depth. Thicker and harder dayers af limestane were encountered near the surface in adjacent 6orings. Due to the extreme variatzan in subsurface conditio�zs over relatively short distances in the vicinity of Boring 13, we recommend test piers 6e perfo�-tned in frant and hehind the huilding pads prior to canstructian to verify subsurface conditions at each lot and constructabiliry of the selected pier system. Recomrnendations for straight shaft piers and helical piers are provided in Section 6.4.1 and 5ection 6.4.2, respectiveiy. G.4.1 Strai�ht-Shaft Piers Tndependent driiled piers could consist of straight shaft piers bearing at least 3 ft into competent ar weathered tan limestone. Weathered timestone was encountered at a depth of about %z ft below the existrng ground suxface in Boring 13 in the genera� vicinity of the lots �rith significant thicknesses of fill reyuir�ng independent drilled piers. Drilled piers bearing at least 3 ft into cornpetent limestone {and alsa into the underlying shaly clay and/or shale} can be dimensioned using a net allowable bearing pressure af 6.0 ksf and skin friction {in compression) of 1.0 ksf. Uplift resistance can be computed using a net allowable skin friction value of 0.8 ksf. The upper 3 ft of limestone shauld be neglected in computing skin friction. The allowable bearing pressure value has a factor af safety of 3 considering general bearing capacity faiiure and the skin friction values have a factor of safety of at least 2. Normal elastic seCtiement of piers under loading is estimated at less than about 1 inch. At least two (2) pier shaft diameters s�auld remain hetween the bottom of our borings and the bottom of the pier to use the recommended end bearing value. If the minimum c�earance is not provided, enc� bearing sho�ld be neglected and the piers designed as friction 5 ALPHA Report No. W213340 piles only. In any case, piers should not extend deeper than out borings {20 ft below existing grade before grading). Straight shaft piers shouId be sufiiciently embedded into the limestone and underlying materials and shautd be designed with fulI length reinforcing steel to resist the uplift pressure {soil-to-pier adhesion} due to potential soiI swell alang the shaft from post construction heave and other uplift forces applied hy structural loadings. The rnagnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in-glace moisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about �.4 kips per sq ft. This soil adhesion is approximated to act uniformly over the portion af the pier shaft in contact with clayey soils to a maxirzaum depth of 12 ft below the ground surface. 6.4.2 Helical Piers Helica� piers cauld be cansidered as an alternative to drilled, straight-shaft piers. Helical piers are a manufactured foundation element consisting of a centralized steel shaft and one or more helical bearing plates. The helical plates are formed with a uniform-pitch screw ihread, and the pier is installed hy rotating it into the ground to the desired depth or refusal. The t�elical plate(s) provides end bearing resistance due to gravity loads and uplift resistance due to swelling of high shrink-sweil active clays such as encauntered at the boring locations. He�icaI prers should bear on weathered or competent limestone. Piers with only a single helix should be usec� for this application. The minimurn helix diameter must be sized to prevent the bearing surface from being over-stressed and to develop sufficient uplift capacity to overcome the potential uplift farces acting on the pier. The helix portion should be at least three (3) times the width of the shaft. Nnrmal elastic settlement of helical piers under loading is estimated at less than about 1 inch. Load capacity of helical piers bearing on weathered or competent limestane can be calculated by summing t�e allowable end bearing pressure of 12 kips per sq ft. Each helical pier should be designed to resist the uplift pressure (soil-to-pier adhesion) due to potential soil swell along the shaft fronn post construction heave and other uplift forces applied by structural 1Qadings. The magnitude of uplift adhesian due to soil sweIl alang the helical pier shaft cannot be defined accurately and can vary according to the actual in- place maisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about 1.4 kips ger sy ft to a depth �f about 1 Q ft below the ground surface. From our experience, helical piers are frequently designed and installed by specialty contractors. Helical piers should be designed by a professional engineer and should be installed per the manut�act�rer's requirements. Heiical piers should be ioad tested to verify the pier is capab�e of supparting the design load. Laad tests can also be utilized to maximize the foundation load, thereby reducing the number of piers. We recommend performing at ieast ane helical piar Ioad test. ALPHA woulc� be pleased ta assist in design, implementation, and evaluation af a pier load test if desired. ALPHA Report No. W213300 6.5 Draina e and Ot�er Considerations AdeqUate drainage should be provided to reduce seasonal variations in the moisture content af foundation soils. All pavetnent and sidewalks within 5 ft of the buildings should be sloped away from the structure to prevent ponding of water around the foundation. Final grades within S ft of the structure should be adjusted to slope away from the sfiacture at a minimum slop� nf 2 percent. Maintaining positive surface drainage throughaut the life of the st�ructures is essential. In areas with pavement or sidewalks adjacent to the new bnilding, a positive seal must be maintained between the structure and the pavement ar sidewalk ta minimize seepage of water into the underlying supporting soils. Past-construction movement of pavement and flatwork is comman. Norrnal maintenance should anclude inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors re2ate to civil and architectural design andlor maintenance, which can significantly affect future mavements of the foundation and floor s�ab systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 10 feet fram the completed struct�,u-e. • Large trees and shrubs should nat be allowed closer to the foundation than a horizantal distance equal ta raughly one-half of their rnature height due to their significant moist�.�re demand upon rz�aturing. • Moisture conditions should be maintained "constant" around the edge of the s�ab. Ponding of water in planters, in unpaved areas, and around jaints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to the buildings should be provided with a means to assure concentrations of vvater are not available to the subsoil stratigraphy. • The root systerns frorn any existing trees at this site will have dried and desiccated the surrounding ciay soils, resulting in soil with near-maximum swell potential. Clay soils surrounding tree root mats within the building areas or areas to be covered with grade slabs (including, but not limited to, flatwark, pavement, equiprrient pads, etc.) should be removed to a depth of at least 1 ft below the root ball and compacted in-�lace with moisture and density contral as described in Section 73. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of Iocal City standards. Since granular hedding backfll is used for most utiIity lines, the backfil�ed trench should not becorne a conduit and allow access for surf'ace or subsurface water to travel toward the new structures. Conerete cut-aff collars or c�ay plugs shoul� be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structnres. ALPHA Report Na. W213300 7.0 GENERAL CONSTRUCTIQN PRQCEDURES AND GUIDELINES Variations in subsurface conditions co�ald be encountered during construction. To permit correlation between test boring data and actual s�absurface conditions encountered during construction, it is recammended a registered Professiona� Engineering firn� be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of canstruction. The recommendations offered in the follawing paragraphs are intended not ta limit or preciude other conceivable solutions, but rather to pravide our observations based an our experience and understanding of the project characteristics and subsurface canditions encauntered in the barings. 7.1 Site Pre arafiott and Gradin Limestone was encountered within 4 ft af the ground surface in most of the borings and we expect limestone will be encountered during general excavation and grading in some areas of the site. From our experience, this iimestone can be hard and difficult to excavate. Rack excavatian methads (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing eguipment may be required to process this limestone if it is desired to use this material as campacted fll on the site. The contractor selected should have experience with excavation in hard limestone. Grading operations may have been performed in the past at this site as discussed in Section 2.0. Although not encountered in the barings, existing fill may be encountered during constructian. Existing fill materials could contain organics, boulders, rubble and other debris which could be encountered during site grading and general excavation. The earthwork and excavation contracts should cantain provision far removal of unsuitable rnaterials in the existing �11. Test pit excavations perfarmed priar to construction can be used to evaluate the depth, lateral extent and cornpasition of uncont�-olled fill at this site. ALPHA would be pleased to provide this service if desired. Al� areas supporting slab foundations, pave�nent, flatwork, or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, cJearing, and excavating and prior to placing any required fill, the exposed sail subgrade shauld be carefully evaluated by probing and testing. Any undesirab�e material {organic material, wet, soft, or loose soil) still in place shou�d be removed. The exposed soiI subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or Ioose material hidden beneath a tf�in crust of possibly better soil. ALPHA Report No. W213300 • Proof-rolling procedures should be observed routinely by a Professional Engineer, ar his designated representative. Any un�esirable material {organic material, wet, soft, or loase soil) exposed during the proaf-roll shauld be removed and replaced with well-compacted material as outlined in Section 73. • Prior to placement nf any fi21, the exposed s�il subgrade should th�n be scarifred ta a minimum depth af 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes {natural or constructed} steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench-key width of fve (5) ft. This should provide a goad contact beriveen the existing soiis and new fill materials, reduce potential sliding pianes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recomrnended in Sec�ian 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about l to 2 percent of the total fi�l tl�ickness. This should �e considered when planning ar placing deep fills. Slope stabiIity analysis of embankments (natural or constructed) was nat within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these struchires should include any imposed surface surcharges. Conshuctian site safety is the sole responsibi�ity of the contractor, who shall also be saIeIy responsible for the means, methods and sequencing of construction operations. The contractor should also i�e aware that slope height, slope inclination or excavation depths (including utility trench excavatians) should in no case exceed those specified in local, state andlor federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or SllCCBSSOi regulations. 5tackpiles should be ptaced well away from the edge of the excavation and tk�eir heights shouid be controlled so they da not surcharge the sides of the excavation. Surface drainage should be carefully controlled ta prevent flow of water over the slopes and/or into the excavations. Construction slopes should be close�y observed for signs af mass maveznent, inctuding tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer s�rould be cantacted immediately. Shoring, bracing or underpinning required for the project {if any} should be designed by a prafessional engineer registered in the State of Texas. Due to the nature of the ciay sails found near the surface at the borings, traffic of heavy equipment (inc�uding heavy compaction equipment) tnay create pumping and general deterioratian of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Faundation Exca��atians All foundation excavations shoutd be properly monitored to verify loose, soft, or otherwise undesirable materials are remo�ed and foundations will bear on satisfactory material. Surface runoff �hould be drained away from excavations and not alIowed to pond in the bottom vf the excavation. The exposed foundation soils should no� be allowed ta become excessively dry or wet �� ALPHA Report No. W2l 3300 before placement of concrete. All cancrete for foundations should be placed as soon as praetical after the excavaiion is made. Prolonged exposure af the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. There%re, if delays occur, pier excavations shauld be slightly widened and deepened, ar a new design penetration made, in order to provide a fresh bearing surface. Slab %undation excavations should be cleaned and slightly deepened. All pier shafts should be at least 1-ft in diameter to facilitate clean-out of the base and pra�er monitori�g. Concrete placed in pier holes should be directed through a trenr�ie, hopper, or equivalent. Placement af concrete should be vertical thraugh the center of the shaft without hi�ting the sides of the pier or reinfarcement to reduce the possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump of 5 inches {but not greater than 7 inches} to avoid potential honey-combing. Observations during pier drilling should include, but not necessarily be limited to, the follawing items: Verification of proper bearing strata and cansistency of subs�u-face stratification with regard ta the boring logs, Conf rmatian the minimum requrred penetration into the bearing strata is achieved, Complete removal of cuttings from bottom of pier holes, Praper handling of any observed water seepage and s�aughing of subsurface materials, No more than 2 inches oi standing water should be permitted in the bottom of pier hales prior to placing concrete, and Verification of pier diameter and steel rein%rcement. No fre� groundwater was encountered in the borings. However, the risk of encounterin� graundwater during pier driiling is increased during or after periads of precipitation. Where submersib�e pumps or bailing cannot control groundwater, temporary casing may be required to cantrol seepage. The casing should be properly seated below the depth af seepage, and all groundwater and soil shouid be removed prior to beginning the design penetratian. As casing is extracted, care should be taken to maintain a positive head of p�astic concrete and minimize the patential for intrusion of water seepage. A separat� bid item should be provided far casing on the contractor bid schedule. 7.3 Fi[l Com action Clay soils used for general fill with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry �ensity {ASTM D 698}. The co�npacted moisture content of the clays during placement should be wit�in the range of +2 to +6 percentage paints of the material's optimum rraoisture. 10 ALPHA Repart Na. W213300 Clay soils with a plasticity index below 25 should be compacted to a dry density of at least 95 percent of scandard Proctor maxrrnum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage goints above the rnaterial's optimum rnoisture content. Clay filt should be process and the largest particle or clod should be iess than 6 inches prior to compaction. Frocessed limestone used as f 11 should be campacted to at least 95 percent of standard Proctor maximum dry densiiy. The compacted zno�sture content �f the processed limestone is not considered crucial to pro�er performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, tl�e compactive effort required to achieve the minirnum compaction criteria may he minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized with�n 3 ft below the bottorn of flaor slabs or pool/deck, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence af voids around larger diameter rac�C pieces. A gradation of at ?east 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the filUt�ackfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 69$) and within — 2 to +2 percer�tage points af the rnaterial's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accompiished by p�acing fiYl in abaut 8-inch thick Zoose lifts and compacting each lift to at least the specified minimum dry density. Field density and moist�re content tests should be performed on each lift. 7.4 Utilities Where utitity lines are deeper than 10 flt, the fill/backfill below 10 ft should be campacted to at least 100 percent of standard Practor maximum dry density (ASTM D b98} and within —2 to +2 percentage points of the material's optimnm moisture content. The portion of the filUbackfill shallower than 10 ft should be compacted as previousiy outlined. Density tests should be performed on each lift (rnaximum 12-inch thick} and should be performed as the trench is being backfilled. Even iffill is properly compacted, fills in excess ofabout 10 ft are still strbject to settlements over time af up to abaut 1 to 2 percent of the total �ll thickness. This should be co�rsidered when designing pavement over utility lines and/or other areas with deep fill. If utilrty trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to pratect personneI entering the excavation or excavation vicinity. The collection of specific geotechnical data and the develapment of such a plart, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such desigz�s and safety plans shali 6e developed in accordance with current 4SHA guidelines and ather appIicable industry standards. T� ALPHA Report No. W213300 7.5 Groundwater Groundwater was not enconntered in the borings. However, from our experieance, gro�ndwater couid be encountered during general excavation at this site. The risk of encountering seepage is increased during or after periods of precipitation. Standard sump pit and pumping pracedures should be adeyuate to contral seepage on a Iocal basis for relatively shallow excavations. In any areas where cuts are made, attention shauld be given to passible seasonal water seepage that could occur thraugh natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas, subs�rface drains may be required to intercept seasonal groundwater seepage. The need for these or other de-watering devices should be carefully addressed cfuring construction. Our office could be contacted to visually observe the final grades to evaluate the need for such drains. 8.Q LiM�TATIONS �rofessional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accarc�ance with generalIy accepted geotechnical engineering principles and practices. The scope of services provided herein does nat include an environmental assessment af the site ar investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained ta provide these services. ALPHA is not responsrhle for conclusions, opinioans or recommendations made by athers based on this data. Information contained in this report is intended for the exclusive nse of the Client {and their designated design representatives}, and is related solely to design of the specific structures out�ined in Section 2.0. Na party other than the Client (and their designated design representatives} shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's wnitten acceptance shall be bound by the liznitations and limitations of liability cantained herein, including ALPHA's tiability being limited to the fee paid to it for this report. Recornmendations presented in this report should not be used for design of any ather str�xctures except those specifically described in this report. In aIl areas of this report in which ALPHA may provide additional services if requested io do so in writing, it is presurned that such requests have not i�een made if r�ot evidenced by a written docurnent accepted by ALPHA. Further, subsurface conditians can change with passage of time. Recornmendations cantained herein are not considered applicabte for an extended period of time after the completion date af this report. It is recommended our office be contacted for a review of the contents nf this repon for construction commencing more than one (I) year after completion of this report. Non- compliance with any af these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reiiance upon, this report. Recomrnendations provided in this report are based an our understanding of inforir�ation provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, aur office should be cantacted immediately since this may materially alter the recommendations. Further, ALPHA is r�ot respansible for damages resulti�g from wflrkmanship of designers or contractors. It is recommended the Owner retain qualified petsonnel, such as a Geotechnical Engineering firm, to verify constr�zction is perf'ormed in accordance with plans and specifications, 12 ALPHA Report No. W213300 A-I METHODS OF FIELD EXPLORATiON Using standard ratary drill�ng equipment, a total of 18 test borings were perfQrmed for this geotechnical exploration at the approximate locations shown on the Boring Locatian Plan, Figure L The boring locations were staked by using a handheld GPS device or by pacing/taping and estimating right angles fram landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test barings shown on the Baring Location Plan are considered accurate only to the degree implied by the methods used ta defne them. RelativeIy undisturbed samples of the cohesive subsurface znaterials were obtained by hydraulically pressing 3-inch O.D. thin-wall sampling tubes rnto the underlying soils at se�ected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representatrve partion of each sample was sealed in a pIastic bag far use in fizture visual evaluatian and passible testing in the laboratory. Tiie Texas Cone Penetration (TCP) test was used to assess the apparent in-place strength characteristics af the rock type materials. The TCP test consists of a 3-inch diarneter steei cone driven by a l 70-pound hammer dropped 24 inches (340 ft-pour�ds of er�ergy) and is the basis for TxDOT strength correlations. Depending on the resistance (strength} of the materia�s, either the number of blows of the hammer required to provide l2 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are �recorded on the field �ogs and are shawn on the Log of Boring sheets as "TX Cane" (reference: TxDOT Test Method TEX I 32-E). Logs of the borings are included in the Ap�endix. The Iags show visual descriptions of subsurface strata encountered using the Unified SoiI Classifcatian System. Sampling informatian, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in �ur laboratory far at least I4 days and then discarded unless the Client requests otherwise. LAKE COUNTRY DRIVE f b� O � r� 0 y �--i °z b C� z ��°p��o a��pmt� /b�"'�t�1�ri id � O ,..� d y � ,.,,., �x�oxa z�'�'z~� o� � � � � C�7 ti o;d '� � Y w ,� o d � r z � � � � � r � � � _ � y � _� �� r r � c� � � � ... � 0 0� � 0 -� � � a d ,p � '� C � r� �, �G G� �' � v a � �, 'd �7 z 0 z � a � � ° y � � a � G) O {i a � z � 0 � � � z 0 n n � � by C m , i 1 �a i:0" -i - �''� � p ' �; � -- � ,__. . � �::.��- ..- , � '. � f' .�y rYxriS«riUattiir . �• �W Il'fJ4:14 4��. �� , 1 :�,r ! """"il,�� •. µ � ��: IE� .', f�r i „' !r� � "` _ � � � '�QJS� `� td, � a , �� . � � r � �`-� r- � `;� ... ; : , ' r �.:`. � " i ' S .' iC . �, � �� ' -1 - , �.qc �� t �s • � � Cy � � � � . � � �� 3 �� y i i,', � � - w � •:� i , , � �,;� .'� . � : _ `� , � ,1 , � :. . r" i', ..��.w I ` �� Ittt{hhh. ,� .� + . `j� �' ;i.,,•��[r^ ��. "•S +��^-. li p I . F� � , � �; �� :�� iy � . i �' f I 4 � 1,~� �� $' �7� y�i �, �_ ,y„. .r $ 6, � . . _� � f�• �„� •� °.j, ��1t' �` �F �i 4.;�� l 4��: � � ,.,. e� � � f ; ,, t � " � : � t.. :�� L� ; ifr -;!., 1 � . ' i • �- , [ � � ' ! � ' �tp • IS. � �,twRni-a�H��wn�. M � ��. � � ��3J I .arn�npa� . W j , F � � `,r,�.�,1 . ��•� �t,n �� t� �cn•'a�� ' ' ;. E: � �� A ; � sd .� .�... , � ; � .�';; ; ""� ;� , r� r;' l� :�: ' , , _ '� R�� '� � ' : , �� i ^ '"� . � m to '� 0 I� � ,bd ,� , �,, �.. , , I � , i�� , E c, �; ' , .�. , � . .,,. r� ��i ,,; �� i 4;r . �� ,4,`I� A � �.,. TH/� F"� � Fk tl.._� i V� I` F ' 1�� . 1�! .ci � i� +��1� i � O F ! y� � 1q . . � � ,,. � ' �' ''' �` p� � k,� � CO � �;=�i�, �`� � � ' a'i Y ik,�44 4 t J ;��,� ,�. � � � .., �I � _ , � �. y; �� ' a,� � , � �� r ,� i �, �.� �� , � �: . � q : �� 4 � �i � �� r� �I � �� _ t{�F-. � 1 ', , .�� 1L �0O ` I � I I' �� 'i . 4 ` , !� : [.# ,� y�`yk, --� ta I� , � �_ ;'!.'' c '''' + i �� i �� j� FI t ' �� i' t��r �I w , � . � �� ; :9jj ��,` � �� , ��. � � . _� � ��x, .� _: ,�� ;� - - - 3, . � : r sr` � � i� ' � ,;; � � �, _ � �� k � �� • �� '. � �� ` .' , i�F��+ r j � „C�7 � � " UJ , � k i � � �� ~ _ ' I'i ` .... p i ,�.�� -- �. - 1` � �: (' - ,�R` _ _ _ � r'_' ' � , r � 5+5LT iYrHA PRl4'I � �� v`' I4,.1�5 i�nti5Af1'��WI�inIR�� ' �� ' �, � � � � � ��, � . �,� SI t il � ' ^ � �i �,� .aj.- 77 �, i . `,�,'-, , !' . c ` �� ALPHA Repart No. W21330Q B-� METHODS OF LAB4RATORY TESTING Representative samples were evaluated and classified by a qualified mernber of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristies, natural moisture content tests (ASTM D 2216}, Atterberg-limit tests (ASTM D 4318} and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 216�) and pocket-penetrometer tests were conducted an selected soil samples to evaluate soil shear strength. Results of ti�ese labaratory tests are provided on the Log of Boring sheets. In addition ta the Atterberg-limit tests, the expansive praperties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a se�ected sample in a consolidatian machine and appYying either the approximate current or expected averburden pressure and then allowing the samiple to absorb water. When the sample exhibits very little tendency for further �xpansion, the height increase is recorded and the percent free swell and tatal maisture gain calculated. Results of the absorption swelI tests are provided on the attached Log of Boring sheets. SOSR Brush Creek Rd. BQRING NO.: 1 A L P H A� T E S T I N G Fon Wor�h, Terus 76119 heet 1 of 1 Phone: 8I7-49b-SG00 Fax: 817-44b-5608 pROJECT NO.: W2�330Q W H E R E I T A L L 8 f G I hi S �'•alphatesting.cvr�r Cltent: „. ONM Living, LLC , Location: _ Fort Worth, Texas Project: Ea le Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11I18/2D21 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (�bs 1 in): 170 ! 24 � GROUN� WATER pBSERVATIONS ,� o 'o � y E� �, t ' x m � NQNE T e cn y `m V � c'.m �d d E � c o � �On Rods (ft}: � �o o` m � •�,�n N �v ..Y W U.0 ��' � J J L ZAfler �rifling (ft); DRY � �[� � o o� m p, ro r� � o -a o � = L p, Q - a 4(j! C- p C O �' 2 � Q1 m <4 U d� a� � G QN ❑`'' U s � � � n �]After� Hours i�)� ro a� U. �, � m e m �v, cn i� �� a�� z j � � a a MA7ERlAL ��SGRIPTiQN Light Brown CLAY with limestone fragments 4.5 2.8 122 9 32 15 17 2.0 Tan LIMESTONE with clay seams and layers �Qp� 3.50" 1041 5 2" 1 Q01 �a �.so• �z.a Gray LIMESTONE 1001 7 5 0.50" � ao� za 20.0 0-2�" TEST BORiNG TERMINATE� AT 20 FT sosx sri,sh c�eek Ra. BORING NO.: 4 A L P H A�� T E S T I N G Fort Wanh, Tr.ras 76119 heet 1 a, Phone: 8I7-496-5600 Frrx: 817-496-5b08 PRQ�ECT N�.: W2�3300 W H E R E I T 1M L I. B E G! N S �K'�arphatesting.cum Cllent: ONM Livin LLC Locatlon: FoR Worth Texas Pra�ect: Ea le Ranch 11 Surface Elevation: Start Date: 1 ��2212fl21 End Date: � ��22/2�21 West: Drillin� Mefhod; C�NTlNUQUS FLIGHT AUGER North: Hammer Drap (fbs l in}: f70124 � GROUND WATER OBSERVAi101VS � � � y�� m r ' x m � NONE a � �� U� c � 'm � •• . � � j� On Rods (fE): �. Z.o o y �, � .� � m E J c o L � ZAfter Drilling (ft): DRY Q oC7 = o o E � a, �Q Z,� o � g � �, a fl- o � VAfter� Hours (ftj: @�� U°� a�, �O m a"' QV � � � �� ui � - � c c�Uj ' � � r' � d ca � �a � � Z � � d MA7ERIAL �ESCRIPTION �ight Brown CLAY with calcareous deposits and 4.5+ 3.0 116 � 1 40 21 19 limestone fragments 3.0 Tan LIMESTONE with clay seams and layers 100/ 1.50" 1 Q4I 5 1" 100! 10 4.5p" 1001 15 3" i 6.Q Gray SHALE 100/ 20 20. fl 1.25" TEST BQRING TERMINATED AT 2p FT 5058 &rush Creck Rd. BORING N�.• 5 A L P H A/� T E S T I N G For1 Wurrh, Terus 7G114 5heet 1 of 1 Phone.• 817-44d-560p Fr�: 817-496-3608 P R O J E C T N O.: W 2� 3 3 0 0 W H E R E I T A L L B E G 1 N S �'-alphatesting.co�n Client: ONM Livin LLC Lacation: FoR Worth Texas Project: Ea le Ranch 11 Surface Eievatinn: Start Data: � 1�22/2a71 End Date: � 1�2212�2� West: Drilling Method: CONTINUOUS FLlGHT AUGER North: Hammer Drop (Ibs 1 In): 170 / 24 � GROUND WATER OBS�RVATIONS �, a.5 N E� � s � x � � �70n Rods (fty: NONE � �, � y � y c� � �'•°�-' 'a� m E � c a Q � ZAfter �rilfing (ft): DRY a o� �� Q o � � 19a �'� U �° � 'c�i °1 o `�.° IAiter� Hours (ft): � y V..� a � c� �N O� � y •V1 u�i o Q � � C7� � �{ � C U i� � � C � � � � �a � ? � 3 a MA7ERIAL QESCRIP'fION Brown GLAY with IimesEane fragments 4_5+ g 31 15 16 1.0 TaR LINiESTONE with clay seams and layers 1061 4.25" 100/ 5 1.5D" 10fl1 'f 0 1.25" 14.0 Gray LIMESTONE �Q�� 15 0.50" 100/ 20 20.0 0.5Q" TEST BORING TERMINATE� AT 20 F'T S058BrushCreekRd. BORING N�.• fi A L P H A� T E S T I N G Fort Worrh, Trcas 76I19 heet 1 of 1 Phone: 817-49b-56U0 Fac: 817-446-5608 pROJECT NO.: W2733D0 W�f E R E 1 T A L!. 8 E G I N S �'��H'�alphatesting.cwn CHent: ONlut Livinq, LLC ._, Location: Fori Worth Texas Project: Ea le i3anch 11 Surface Elevation: Start Date: � 1�29�2flZ� �r�d Date: 1112912a21 West: Driliing Method: GpNTiNlJOUS FLIGHT AUGER Narth: Hamrner Drop (Ibs I inj: 170124 GROUND WA7ER 0B5ERVATfONS � � � a ' a, d� 4- �� y v, \ ., m ,m � NQNE a o u�� `m c°�� c°'.�, 'm c '� � � S70n Rads (ft): �` ��} �� Y N 'OL y� 7Cr C J J � � � s ZAfter Drilling (ft): aRY ¢ aC! � o o� C d, �� ,Q o � u � �; a a � f0 qAfter_ Hours (ft}: � �� j.� a o c� �� - U .tr m �u� tn a L� rn � X= � cai in ' a•c � :7 � m H� a � Z � � d MATERIAL bESCRIPTION Tan CLAY with limestone seams 1a 2$ 15 93 78 5D1 � 3 5 3" 9.0 Tan LIMlESTpNE with clay seams and layers 1001 10 �" � oai 15 0.75" 18.0 Gray LIMESTONE 1001 20 20.0 �-�� TEST BORING TERMINA7Eb AT 20 FT 5058 Brush Creek Ild. BORING NO.: 7 A L P H A/� T E S T I N G Fort Wanh, Teras 76119 Sheet 1 0, Phone: 817-496-5600 Fa.r: 817-49b-5608 pROJECT NO.: W2133D0 W H E R F I T A L L B E G I N$ x'�'µ��lphatesting.corx Client: ONM Living, LLC Locatlqn: Fort Warth, Texas Praject: Ea le Ranch 13 SurFace Elevation; Start Date: 1T�24�2Q2� End Uate: 1��24�2�21 West: Drilling Method: CONTINUOfJS FLlGHT AUGER North: Hammer Drop {Ibs I In): 17Q / 24 �, m GROUNp WATER OBSERVATIONS � �� N E� d� � r, x ,m�°� � NOI�lE T� �� m U� �� m c • � v � �On Rods (ft): F. �� p y � .,,, .Nl � `�j � � �l C � a Q ZAfter Driiling (ft): DRY � o� �� p Q � Q, moa �,� U � o .� m m c� � a" a� � a�v p`- '� w •- 3 � � qAfter_ Hours ift)= � a� U � o µ' a o.. m a � � cq �n � �a a��n z� � a Q MATERIA! DESCRIPTI�N Brnwn CLAY with fimestone fragments a,5+ 13 1.0 Tan LlMESTONE with clay seams and layers 1001 �� oor 5 1.50" � oor 10 7 .75" 12.Q Gray LfMESTONE 1001 � � 0.50" 1401 2p 2fl.d 0.50" TEST BORiNG TERMINATED AT 2D FT 5058BrushCreekRd. BORING NQ.' 8 A L P H A�� T E S T I N G F�rt Wurth, Tr.rr�s 7G119 Sheet 1 of 1 Phorte: 817-49b-S6D0 Far: 8I7-446-56�8 PROJECT NO.: w2�3soa W H E#� E I T A L L B E G I N S �'�a�vha�esring.com Cllent: ONM Livin LLC zocation: Fort Worth, Texas Praject:_ . Eaqle Ranch 11 Surface Elevation: Start Date: 11/24/202� End �ate: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER NorEh: Hammer Drop (Ibs ! in}: 170124 GROUND WATER OBSERVATIONS p•� N a ' 4 � � � L x m O a o LA�-+ � � N Oly .� � ' ' � o w J Q�n Rods (ft}: N�NE ��, a; � m c�� c._ � � E � c e � U ZAfter DrilGng (ftj: DRY m �O a� o u� m�, �o �' � o � o �' m L n a - s� a� �a o Q c � o�'a U � ' 0 3 � f0 �After_ Hours (ft): � m U �� c� 0.� �~ m c m �w cn � � � �a a �� Z � � J a a MATERiAL DESCRIPTION Brown CLAY with limestone fragmenls 4.5+ 13 37 17 24 � 83 3.0 Tan LIMESTONE with cfay seams and layers 1001 5 �� 100/ Zp 1.25" 1001 15 �" 16.0 Tan SHALY CLAY 17.Q Gray SHALE 1001 2a zo.a �� TEST BORiNC TERiv1tNATED AT 2D FT SD58Bn�sh Creek Rd BORING NO.: 9 A L P H A/� T E S T I N G Furf Worth, Texas 7h119 Sheet 1 of 1 Phone: d 17-496-Sb00 Fax: 817-496-SSDB PROJECT NO.: W2133Q0 W H E R E I T A L L B E G I N S ti+'W+�'•ulphntesiing.corn CNent: �NM Livin LLC Location: Fort Worth, Texas Project: Eaqle Ranch 71 SurFace Elevatian: � Start Date: 11/24/2021 End Date: 'f ��24�2a2� West: �rilling Method: COiVTlNUOUS FLIGHT AUGER North: Hammer Drop (Ibs ! in}: �� 24 a, GROUNb WATER OBSERVA�lONS � o �0.5 N E � L ' x m o a e tA " oN m> � " " m .m � QQn Rods (ft): NONE � z,o o� � w c�� •�vj � m E J C � � :� ZAfter DrilGng (ft); DRY � �Q a+ o c", � m Q, �o � u o � c, � � n. o- - a o� c— o c o �'a m 0 `0 QAffer_ Hours (H): �� j a�� a N �� U ff m �u, v3i � � � � � 4=i C� p � � � J a d MATERIAL DESCRIPTION � a 7 � Brown CLAY with limestone fragments 4.5+ 12 47 18 29 1.0 Tan LIMESTQNE with clay seams and layers 1001 2.5Q" 100! 5 1.75" 10D/ 'i0 �" i a.o Tan and Gray SHALE �� 15 5.75" 17.0 Gray SHALE 1001 20 20.0 2.25" TEST BQRfNG TERMINATE� AT 20 FT 5058 Brush Creek Rd. BORING NO.: 10 A L P H A�� T E S T I N G Fart WartH, Te.ras 76I19 heet 1 0 Phone: 817-446-SGUQ Fax: 817-496-5608 pROJECT NO.: W213340 W N E R E I T A L L B E G 1 N S �'K'K'•�+�Phatesting.cum Client: _ , �NM Livinq LLC Loeation:_ Fort Worth, Texas Project: , Eagle Ranch 11 Surface Elevation: Start Date: 1 1 12 3120 2 1 End Date: � ��312flZ'� � West: Drilling Method: CdNTINUOUS FLIGH7 AUGER North: Hammer Drop (!bs ! i�]: 170124 � GROUNQ WATER OBSERVATIONS m o �o � N�� r � x m o a o sn � o y rn� ?� -• m m � QDi1 Rods {fl�: NONE � �,Q o� � m U.� c� �a+ m �E E c ; � � ZAfter Drilling (ft�: QRY d yCi v o �� w� �o � v o � o � � a a - n o� cry o p c � o Z`a U � � m � � �After� Hours (ft): � � �-- a.. c � a`" �" � m �v, u�i � `n � � � � � `n ` Z � � � °' a MA7ERIAL DESCRIPTION Brown CLAY with limestone fra ments p.5 3.5 11 7an LiMESTQN� with clay seams and layers � oai s.5a• � oo� 5 1" 1001 10 0.75" 12.p Gray LIMESTONE i 4p1 15 0.25" � oai 20 20.4 U.54" TEST BQRING 7ERMINATED AT 20 FT 54S8BrushCreekRd gORING NO.• 11 A L P H A/� T E S T 1 N G Furi Worth, TeX�,h�l� Sheet 1 0, Phone: 8! i-496-560U F�: 817-496-56D8 PROJECT NO.: W2133Q0 W N E FI E I� A L L B E G I N S +�ti'�Qlphatestrng.co�n Cfient: ONM Livin LLC Location: Fort Worth Texas Projeat: Eaqle Ranch 11 Surtace Elevation: Start Date: 11/i812021 End Date: 11118/2�21 West: Drilfing Method: CONTII�1UpUS FLIGHT AUGER �p��: Hammer Drop (Ibs ! in): 170124 d, GFtOUNO WATER OBSEF2VA710NS � v.5 ��, � z � x � � $�Ors Rods (ft}: N�NE � �, �� c� U.�-',�'.. c � 'a�i m � � � o � L ZAfter QriRing (ft): DRY ?� � pF m 4 c", E m o, � o � U o � cJ+ � "` @ ia - n � c� p¢ c � a �' a U - •cj m � � �After� Mours (ft): � d U a �, � �' � `� � v �, � m �u� ui � � � �a � �� a � � � J a d MATER�AL DESCRIPTION Tan LIMESTQNE with clay seams and layers s 140! 1 d01 5 3.50" 10D1 90 0.50" 1001 15 0.75" 18.D Gray LIMES70NE 100/ 20 20.0 0.25" TEST 80RINCy TERMINATED AT 20 FT SOSRBrushCreekRd BORiNG NO.• �� A L P H A� T E S T I N G �'�rt Wanh, Texas 76119 S�Qet , of , Phone: 817-496-5600 Far� 817-49b-5608 pR�JECT NO.: W2i334� W H E R� I T A L L B E G I i�! S �+'}+'w'�Qlphatesting.com Client:_ ONM Livinq �LC , Locatlan: Fort Worth, Texas Project: Ea !e Ranch 1 i SurFace Elevation: Sfart Date: 19/18/2021 End Date: 11/18/2421 West: Drilling Method: CQNTINUOUS FLIGHT AUGER ��h: Hammer Drop (Ibs 1 in): 17Q / 2a b, GROUND WATER OBSERVATIQNS m -a.s y� y L � x m o � m � Qan F2ods {ft): NQIdE � �, o'�u� y:: U� �� '°�' m �E � � o � L ZAf#er Drilling (ft): DRY a o� � p o� �� a �,Q o � � � � n a o f0 �Affer_ Hours (ft): ��, �o� a° C y ac� p"' U '� N � 3 � o a � �� UI � X C C U!� �� C � J Q. � F" � n°'. j Z� � a MATERiAf. QESCRIPTiON Brown GLAY 3.p 21 47 19 28 1.0 Tan LIMESTONE with clay seams and tayers 1 D01 0.25" 1 D01 5 1.50" 100/ 10 0.75" �aai 15 i r�. fl 2.75" Gray SHALE 100/ 2� 20.0 2.50" TEST BORING T�RNfINATED AT 2Q FT 5058BrushCreekRd gpRING NQ.• 13 A L P H A� T E S T I N G Fort Wor1h, Texas 76119 heet 1 0 1 Phone: 817-496-560f1 Fax: 8f7-496-Sb08 PROJECT NO.: W21330� W H E R E I T A� L B E G I N S www.alphatesting.curri Client:_ _ ONM �i�ing, LLC Locatian: Fort Worth, Texas Project Ea le Ranch 11 3urtace Elevation: Start Data: � ��221202� End Uate: 71I22l2021 West: Drilling Method: CONTINUQLiS FLlCHT AVGER North: Hammer Drop (Ibs 1 in): 170124 GROUND WATER OBSEF2VATIONS �� y a ° � � x m ° NONE a` �� m` U°�' c.��-' 'd � �E � c �F QOn Rads (ft): � � o�n �.. - �y y J _ o � L y� ?� .Y Q1 � L y � rr.' C J ,_ Q a �After Driifing (ft): bRY � n� � o a� � o, �� Z,a V � o .� m Q � �After_ Hours (ft): N� X c a� U� � p �Y � a a � u�j c� - �� z � � � MATERiAL DESCRIPTION Brown CLAY with fimestone fra ments 0.5 4.5+ 11 Tan WEATHERED LIMESTON� with clay seams and layers 1 Q01 b.25" 5 5�� 12 7.0 Tan and Gray SHALY CLAY q.�+ 11 40 46 24 10 38 4.5+ 6.3 115 t8 '! 5 17.D Gray SHA�� 1401 za zo.o TEST BORING TERMINATEb A'� 20 F7 5038BrushCreekRd. �ORING NO.: 14 A L P H A� T E S T I N G Fon Warth, Te.ras 7b119 Sh�e� , o, Phone.• 817-496-Sb00 Fa,r.• 817-49G-5608 PROJECT NO.: W21330Q W H E R E I T A L L B E G I N 5 s�w�+'•Qlphatesting.cwn Cllent: ONM L�vinq, LLC Location: Fort Worth, 7exas Pro�ect: Eaqle Ranch 11 Surface Elevation: Start Date: 11�2212fl2'E End Date: ��2212fl21 West: Driliing Method: CONTINUOUS FLIGHT AUGER NortM: Hammer Drop (Ibs ! in): 17Q / 24 GROUND WATER OBSERVATIONS � � y E m L � x m � NQNE a e �� d U� �'.°' �� E t' ° $�On Rods Ift?: �,- �. o rn y.. .� m E c P � � y� � �[ d �� N �� C � � � � n ZAffer Drilling (fi): DRY a oCl c o �S � � a, �o �'n ° � •`—' �' � QQ � p � C d U � y �U m 1O �After Hours (ft): E a�i U�' � ` � °' `� �� in rn � L7 vi � x� G c�s u1 = o•� � J a m H� � ? z � � � MATERIAL dESCRIPTION Brov�rn C1AY with limestone fragments � 5 �.a Tan LIMESTONE with clay seams and layers 100/ 2" 5 1001 10 10.Q 5.75" Gray SHALY CLAY 4.5+ 'f 8 5.7 'E5 15A Gray SHALE 100I 3" 1 DO! 2a 2p.Q 3„ T�ST BORING TERMINATEa AT 20 FT 5058Brush CreekRd gORING NO.: �� A L P H A� T E S T I N G Furt Worrh, Teras 76119 heet 1 0 1 Phone: &17-496-5600 Faz� al�-a9a-sena pROJECT NO.: W213300 Silf H E R E I T A L L B E G I N 5 m✓�+'•Rlphatesling.corrF Client: ONM Livin LLC Location: Forl Warth, Texas Prajeci:.. Eaqle Ranch 11 SurFace Elevation: � Start Date: 11/22/2021 �nd Date: 11/22/2021 West: Drilling Method: CONTINlJOUS FLIGHT AUGER North: Hammer Drop (!bs I in): 970/24 GROUND WATER OBSERVAiIO�fS 'o � � � � Q- o � g QOn Rods (tt): NONE ��, � w m` U�' c.� �a m �E E c o O tl7-' 'y� J Q Q ZAfter arilling {ft): !]RY � v�U' � o o E � o� m� �.� o v � �' m � .n O c C? � . .� � � CjAfter_ Hours {ft): � � �j = a � o m 4 0 �y m a � '� � � �a a j� � � � � c� MATERfAL DESCRiPTIflN Li ht Brawn ClAY with fimestor�e fr� ments p.5 7 Tan LIMESTONE with clay seams and layers 1001 1.25" 10fl1 g 0.75" 100/ 10 �" 14.0 Gray LIMESiDNE 1001 15 0 25" �oor 20 20.0 0.�0° 7EST BORlNG TERMfINATED Ai 20 Fi A L P H A j� T E S T I N G 5058BrushCreekRd. B�RING NO.: �6 ' Fori Worlh, Texas 7b119 � Phone.• 817-446-5600 Sheet 1 of 7 FaY: 817-496-Sb08 PROJECT NO.: W213300 W H E R E i T A L L B E G I N S wtivw.alphuresting.com Client: ONM Livinq LLC Locatlon: Fort Worth, Texas Project: Eaqle Ranch 11 Surfaae Elevation: Start Date: 11�z9�2621 End Date: 11/29/2021 West: Drilling Method: GONTINUOUS FLIGHT AUGER North: Hammer drop (Ibs ! in): � 74 � 24 �o GROUNp WATER 085ERVATI�NS � �.E �� y L � x � Z70n FZods {ft}: NONE � �, o N ��, U�' c°-y' 'm � � c p � � N� � Y N bt �Vifn �G• � � � = � R ZAfter Drilling {ft): DRY a p(� _° a� �� n z, a � .� � �. a� � � �After_ Hours (H): � y� �j� a � c � �� `r m 'v m o vi a o • `� � �a a�`n Z� � J a a MATERIA� DESCRIPTION Brown C1AY with limestone iragments 1.0 21 46 22 24 Tan LIMESTONE with clay seams and layers 1001 7.75" � 'I�fll 100/ 10 1.50" 15 1001 17.0 Gray LIMESTONE 1 fl01 20 2�.0 0.25" TEST 80R1NG TERMINATEI7 AT 20 FT 5058BrushCreekRd. BORING NO.: 17 A L P N A� T E S T I N G Fort Wurth, Ter� ��»9 Sheet '[ of 1 Phone: 817-496-.5600 Far: 817-496-5608 PROJEC7' NO.: W213340 W Ff E R E I T q L t B E G I N 5 �'"^�'•a1Ptiat�s#ing.cour Cllent: QNM Li�inq, LLC Lacation: Forl Worth, Texas Praject; Ea�le Ranch 1 i Surtace Elevation: 5tart Date: 11l2812021 End �ate: '� ��2��202� West: Driliing Method; CONTINUOUS FLIGHT AUGER North: Hammer Drop (!hs 1 In}: 17Q 124 a, GROUND WATER 085ERVATIOHS m a � � N�� , ,� � x ,m � NONE � o �� d U� c_°'.� �y � '. ,E � e . � SZOn Rods {ft); � �.a a y �, �, . � � m E J � , � s ZAfterDrillin ft; Qi�Y 61 �C7 � o c'�i °' �� No � o J ca �' — fl, p. �{ � p_ O�, c� p 0 c� �O L�'Q � � � m m � a o�. a; � °-� nv � � 3 o � yAfter_ Hours {ftj: � �, X � U� o c � c � �in u� - � � o " � � �a a j Z� 3 a MATERIAL DESGfZIPT�ON Brown CLAY 1 � 3.b 14 7an LlMESTpNE with clay seams and layers 5�50" 1001 5 1" 1001 1 D i .5fl" 12.0 Gray LIN[ESTONE 1 Q01 15 0.50" 1001 20 2p q 0.50" TEST BQRING TERMINATED AT 20 FT SOSS Bnrsh CreekRd. BORING NO.: �$ A L P H A�� T E S T I N G Fort Worth, Tezas 76/14 Sheet 1 af 'I Phone: 817-496-5600 FQr: �sl�-4v�-san�s pROJECT NO.: W21330D W H E Fi E I T A! L B E G I N S x'x'rs'.alphatesting.corn Client: ONM Livinp, LLC LocatEon• _ Fort Worth, Texas Project: Ea le Ranch 11 St�rface Elsvation: Start Date: '� ��29�2d2� End Date: 11/29/2021 Westc Drilling Method: CONTINUOUS FLIGHT AUGEf� North: Hammer Drop (Ibs I In�: 170 / 24 � GROUNR WATER OBSERVATIQlJS � o v c ur�i n � m � �70n Rods (fi): NONE � �, o y m m U y crn °' � E E � o ,� � � � �j C "� J _ � � IAfter Drilling (ft): DRY � dd � a n E c� �o �a ° ro `-' �' m o � �%after_ Hours (ft�: � �� U� � d = � � o � W �, � � ��v, c�n �� a �� v� Z� 3 � °" a MATERIAL QESCRIPTlON Brown CLAY 4.5+ 73 36 18 18 2.0 Tan LIMES70NE wiEh clay seams and layers 1a0! 2.75" 1 Q01 5 1 �� 100! �0 t" 100/ 15 2" 18.0 Gray SHALE 10p/ 20 20.0 2„ TEST BdRING TERMIMATEb AT 20 FT 5058 Brush Creek Rd. BpRING NO.: �� A L P H A� T E 5 T i N G Fort Worth, T�x�s ��119 heet 1 0 1 Phorte: N17-49b-5G00 Fax: 817-446-560s pROJECT NO.: W2133�0 W H� R E I T A L L B E G I N S w�'�Flphatesling.com Clien;r �NM Livin , LLC Lacatlon: Fort Worth, Texas Project: Ea le Ranch 11 Surface Ele�ation: � Start Date: 11124I2021 End Date: 11l24/2021 WeSt: Drilling Method: CONTlNUOEJS FLIGHT AUGER North; Hammer Drop (ibs I In): 170124 Gf20UNp WATER OBSERVATIONS a•� �� m t ' x ., rn n� o � � � - m ,�m� � �fDNE T �� m U� c.�' 'd c • '� v � 570n Rods (ft): � Z. o�, �,,.., m � c o a a ZAfter Drilling (ft): DRY � a C�l� � o o� � a, � o� �, a � � J m O U � m � qAfter_ Nours (ft): � d� {�� a� � m aN �v � .v m in rn p C� tn � X � � c°�i� ` o •c m � � m �Q a � Z � � d MATERIAL DESCRIPTION Brown CLAY with fimestone iragments q.5+ 14 45 20 25 3.0 �an LIMESTONE with clay seams and layers 50/ 5" 5 10Q1 1401 � p 1.25" 13.d Tan and Gray SHALE 15 40! 17.0 Gray SHALE 9 001 7d 20.0 3� iEST BORING TERMIlVATEI} AT 20 Ff sosRB,�sh cr�e� Rd. BORING NO.: 2Q A L P H A�� T E S T 1 N G Forr Worth, Te.Y�� 61�9 5heet 9 of 1 Phone: 817-496-5600 Far: 817-496-560& pROJECT NU.: W213300 W H E R E I T A L L B E G I F1 S �+'K'w•Qlphntesting.conr ClEent: QNM Livin LLC Loca#ion: Fort Worth, Texas Project: Ea le Ranch 11 SurFace Ele�ation: Start Date: 1 1124/20 2 1 End Date: 'f 1�24�2a2� West: Drilfing Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs 1 in): 170124 �, GROUNb WATER OBSERVATIONS �, o b � y E� �� m � � �70n Rods (ft): NONE � Z,� o y � a� [�.�'.`�. -v_i� °? m � � c � � :� ZAfter Driiling (ft): DRY �>E3� � o o� v a, �o � u o � o � e- m m a c°�� oa °° � � ary o� �= �� u, `-' 3 o QAfter_ Hours (ft): � d �y�- �= c � �, .- Q � ��, u� � �� x� a� G� pz � ° J a a MATERIAL DESCRiPTIQN ~� a � � Light Brown CLAY with limestone fragments 1� 1.0 Tan LIMESTONE wiih clay seams and layers 1001 1.50" � oa� 5 'I" 1001 10 '�" 12.0 Gray LIMESTONE '� 041 15 0.50" 1001 2D 20.0 0.5Q" TEST BQRtNG iERMINATED AT 26 FT ALPHA �� TESTING KEY TO SOIL SYMBOLS AND CLASSIFICATIONS WHERE IT A!L BEG1�13 SQIL $ ROCK SYMBOLS � (CH), High Plasticity CLAY � (CL), Low Plasticity CLAY � {SC), CLAYEY SAND � (Sp), Poorly Graded SAND � (SW�, Well Graded SANQ � (SM), SILTY SAND � (ML), SILT � (MH), Elastic SI�T � LIMESTONE � SHALEIMARL � SANQSTQNE o n (GP), Pooriy Grdded GEZAVEL .r (GWJ, WeN Graded GRAVEL � (GC), CLAYEY GRAVEL � (GM), SILTY GRAVEL � (OL), ORGANIC SILT � {OH}, pRGAN1C CLAY � FILL SAMPLING SYMBOLS ■SHELBY TUBE (3" OD except where no#ed oiYrerwise) �S�LIT SPOON (2" OD except where noted othervvise� � AUGER SAMPLE � TEXAS CONE PENETRATION �ROCK CORE (2" ID except where noted athervvise} RELATIVE DENSITY OF C�NESIONLESS SQILS blowsfft VERY LOdS� LOOSE NlEDIUhA DENSE VERY DENSE 0 TO 4 5 T� 1 a 11 TO 30 31 TO 5Q OVER 50 SHEAR S7RENG�H OF COHESIVE SOILS ts VERY SOFZ SQF"I` FIRM STIfF VERY S71FF HARD LESS THAN fl.25 0.25 TQ Q.50 0.50 TQ 1.p0 1.d0 TO 2.fl0 2.Q0 TO 4.Q0 OVER 4.q0 RELATIV� DEGRE� OF PLASTICITY Pl LOW MEDIUM HIGFi VERY HIGFi 4 TO 15 7 6 TO 25 26 TO 35 OVER 35 RELATIVE PRQPORTlONS (°/a) TRAGE 3 TQ � p LITTLE 11 TO 20 SQME 21 Tp 35 �� 3fi TQ 50 PARTICLE SIZE IQENl'IFiCATION fDIAMETER) BOiJLDERS COBBLES COARSE GRAVEL FINE GRAVEL CdURSE SAND MEDIUM SAND FIPiE SAND SfLi CLAY 8.0" OR LARGER 3.0" TO 8.0" 0.75" TO 3.d" S.OmmT03.U" 2.0 mm i0 5.D mm Q.4mmT05.4mm 0.07 mm TQ p.4 mm 0.002 mm TO 0.07 mm LESS THAN p.002 mm PRELIMINARY GEOTECHNICAL EXPLORATION AVILLA BOAT CLUB (10.5 ACRES) NEC of Robertson Raad and Salt Fork Drive Fort Worth, Texas ALPHA Report Na. WZ 10360 March 5, 2021 Prepared for: NEXMETRO DEVELOPMENT, LLC 2221 Lakeside Bou�evard, Suite 1210 Richardsan, Texas 75082 Attention: Mr. Josh Eadie Prepared By: ALPNA ��TESTING � WHEHE 1T A!L BEGINS ALPHA/♦�TESTING I WHERE IT ALL BEGIWS March 5, 2021 G��utecltrzica! { rrr�.strrrrtinx :'�lrrferrrd� F �r ��ii�nnnrerNal TBPE Firm Na. 813 NexMetra Deveiopment, LLC 2221 Lakeside Baulevard, Suite 1210 Richardson, Texas 750$2 Attention: Mr. ]osh Eadie Re: Preliminary GeotechnicaI Exploratian Avilla Boat Club {10.5 Acres) NEC of Rabertson Road and Salt Fork Drive Fort Worth, Texas ALPHA Report No. W2103b0 Sa5$ Brush G�eek Road Fort Wortli, Texas 761 ! 9 Tel.• 877-496-5600 Fax: 817-496-SSOR www. alphatesting. com Attached is the report of the preliminary geotechnical expIoration performed far the project referenced above. This study was authoriz�d by Mr. Ryan Griffis using the NEXMETRO DEVELOPMENT, LLC FROJECT AGREEMENT dated January 27, 2021 and performed in accordance with ALPHA Proposal No. 80522, dated October 29, 2020. This report contains results af field explorations and �aboratary testing and an engineering interpretation of these with respect to availabie project characterzstics. The results and analyses were used to develop preIiminary design information to aid conceptual design af residential foundations. ALPHA TESTING, INC. appreciates tke opportunity to be of service on this project. If we ean be of further assistance, such as providing the final geotechnical exploratian, please contact our off ce. Sincerely, ALPHA TESTING, �NC. _ �-. � Gregory S. Fagan Geotechnical Sr. Prajeet Manager GSFBJH/gsf Copies: {1-PDF) Cl�ent � � I Brian J. Hoyi, P.E. Geotechnical Department Manager TABLE OF CONTENTS ALPHA REPORT NO. W21p3b0 1.0 PiJRPOSE AND SCOPE ...............•-------...----...............................................................----•.. i 2.0 PRO.TECT CHARACTERISTICS ..........................................................................•----....... 1 3.0 FIELD EXPLORATION .................................................................................................... 2 4A LABORATORY TESTS .................................................................................................... 2 5.4 GENERAL SUBSURFACE CONDITIONS .......................•-.--.-•---.................................... 2 6.0 PRELIMINARY DESIGN INFORMATION ..................................................................... 3 b.1 Existing Fill ............................................................................................................. 3 b.2 Slab-an-Grade Foundatians .................................................................................... 3 6.3 Drainage and Other Considerations ........................................................................ 4 7.0 GENERAL CONSTRUCTION PRQCEDUR.ES AND GUIDELlNE5 ............................. 4 7. l Site Preparation and Grading .................................................................................. 5 7.2 Foundation Excavations ................. 5 ......................................................................... 7.3 FiII Cflmpaction .......................................................•----•---•..................................... fi 7.4 Utilrties ....................................................................................................................6 7.5 Groundwater ........................................................................................................... 7 8.4 LIMITATIONS ...................................................................................................................7 APPENDIX A-1 Methods of Field Exploratian Boring Location Plan — Figure Z B-1 Methods of Laboratory Testing Logs of Borings Key ta Sail Symbols and Classifications ALPHA Report No. W210364 I.0 PLTRPOSE AND SCOPE The purpose of this preliminary geotechnicai exploration is for ALPHA TESTING, INC. (ALPHA} to evaluate for NexMetrn Development, LLC (Client) some of the physical and engineering praperties of subs►�rface materials at selected locations on the subject site with respect to formu�atian of apprQpriate geotechnical design parameters for the proposed constructian. The field exploratian was accompiished by securing subsurface samples from widely spaced test barings performed across the expanse of the site. Engineering anaiyses were performed from results of the field exploration and results of labaratory tests performed on representative samptes. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during cpnstruction. This information can be used to evaluate s�bsurface conditians and to aid in ascertaining constructian meets project specifications. Preliminary design information pravided in this report was developed frorn infarmation obtained in test borings depicting su�surface conditions only at the specif c boring locations and at the particular time designated on the Iags. Subsurface canditions at other lacations may differ fram those observed at the boring l�cations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsur€ace materials and conditians that are present on the site. The information in this report is preIiminary in nature and is not intended as fmal geotechn�ical design criteria. Supplemental barings wi�l be required to provide final geotechnical recommendations. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is contemplated to develop single family cottage styte development on two tracts of land totaling about 10.5-acres located on the northeast corner of the intersection at Robertson Road and Saft Fork Drive in Fort Worth, Texas. A site plan illustrating the general autline of the property is provided as Figure f, the Bor�ng Location Plan, in the Appendix. At the time the field exploration was performed, the site consisted of an undeveloped tract of land with trees and brush. Review of topographical maps available at u�ww.dfwt7laps.com indicates t�e site generally siopes down from the northeast dawn to a drainage area near the center of the property about 2b ft{Appraximate Elevation: 810 ft ta Approximate Elevation: 790 ft) and from the northwest down to the same drainage area about 20 ft(Ap�roximate Elevation: 8I6 ft to Approximate Elevation: 790 ft). The drainage area is generally located south of Denver Circle near the center of the site. No information regarding previous development of the site was provided to us. Present conceptual plans provide for the constructian of new residences. The new structures are anticipated to create Iight loads to be carried by the foundations. it is also a.nticipated the new structures will be supported using sIab-o�-grade foundations designed far post construetior� movements of �'/� inches or less. Grading plans were not avaiiable for this preliminary study. For the purpose of our analysis, we have assumed maximurn cutting and fiIling of 4 ft wil� generally be req�ired ta achieve final grade in the buil�ing pad areas, ALPHA Repart No. W210360 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored hy drilling a total of 2 widely spaced test borings were cirilled to a depth af about 20 ft. These test borings were drilled in general accordance with ASTM Standard D 420 �sing standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure l, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on Log of Boring sheets incIuded in the Appendix. The boring lags contain our Field Teehnician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, these boring logs contain both factual and interpretive information. Lines delineating subsurf'ace strata on the boring logs are approximate and the actual transitian between strata may be gradual. 4.0 LABORATOkY '�,ESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in paravic�ing recommendations for foundation design and earthwork canstruction. A brief description af testing pracedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on Log of Baring shee�s in the Appendix. 5.0 GEVEItAL SUBSURFACE CONDITiUNS Based on geolagical atlas rnaps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the praject site lies within the Fort Worth Limestone and Duck Creek formation and close to the Kiamichi Formation. These formatians generaily consist of lirnestone with marl (limey shale) layers. Residual overburden soils assaciated with this formation generally consist of clays with inw to high shrink/swell potential. Subsurface conditions encountered generally consisted of clay to a depth of about 2 ft below the ground surface, underlain hy tan weathered limestone and gray limestone which extended to the 20 ft terrninatian depth. Passible fill material consisting af clay was encountered in Boring 2 to a depth of about 1 foot. More detailed stratigraphic iniarmation is presen�ed on the attached Log of Boring sheets. The clay and limestone encountered in the borings are considered relatively impermeable and are expected to have a relatively slow respanse to water movement. Therefore, several days of observation would �e required ta e�aluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount af rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was not encountered in the borings. Hawever, it is common to encounter seasonal groundwater in filI material, from natural fractures within the clayey matrix, at the soil/rock (lin�estone) interface and from fractures within the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, rnonitoring wells or piezometers can be installed. � ALPHA Re�art No. W210360 Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Bo�-ing sheets provided in the Appendix. 6,� PRELrMI�'ARY DE�IGN INFORMA.TION The following prelirninary design infoa-mation was deveIoped on the basis of t}�e previously described Project Characteristics (Section 2.0} and General Subsurface Conditians (Section 5.0). The infarmation contained in this report is preiizninary in nature and should not be construed as final geotechnical design criteria. A�ditianal test barings and labaratory resting will be required as part of the future finai geotechnical exploration for the site. Based on our previous experience with other sites in this general area, the wide spacing af borings for this study may not have tharoughly defned all possible variations in soil-related potential moveinents across the site. It is possible a more extensive study conducted for the final geotechnical exploration with borings spaced at closer intervals and considering final grades could reveal areas of the site with soil-related patential mavements different than thase described below. The following preliminary design information was developed assuming the finish buiIding pad elevations are canstn�eted within 4 ft. Cutting and filling other than assumed herein can alter the prelirninary design information given below. 6.1 Existir�� Filt As discussed in 5ection 5.0, passible fi�l was encauntered to a depth of a�out 1 ft below the existing ground surface in Boring 2. Additional areas of existing fill may exist. It is nat known if this fill was plaeed under engineering supervision with campaction records. If compaction records for thrs fiIl cannot be obtained, the existing filI should be considered as uncontralled fill. Uncontroll�d fill is generally not considered suitable for support of slab foundations due to the risk of under- compacted zanes resulting in failures of weak soil anc�/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered f li as recommended in Section 7.3. The lateral extent, depth and nature of existing fill are not knawn. The exploration during the final report may encountered additional areas. Test pits could alsa be performed priar to constniction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. b.2 Slab-on-Grade Foundations Slab-on-grade foundations could be conceptually designed with exterior and interiar grade beams adequate to provide sufficient rig�dfty to the foundation system. A net allowable bearing pressure of about 1.5 to 2.0 kips per sq ft could be used in proporti�ning grade beams of slab foundations bearing on undisturbed cuts in native clay, on limestane, vr on engineered f ll. To reduce cracking as normal movements occur in foundation soils, a�l grade hearns and floor slabs should be adequately reinforced. Ii is common to experience some minor cosmetic distress to structures with slab-on-grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be glaced between the slabs and subgrade soils to retard moistute migration through the slabs. ALPHA Report Na W210360 � � � Our finaings indicate slab foundations canstructed after maximum cuts and �21s of 4 ft could experience post construction seasonal mavements of about 1 to 3 inches due to shrinking and swelling of active clay soils. Potenfial movement estimates are hased on our assumption that grading wil� cansist of maximum cuts and fills of 3 ft and that fill material cansisting of soii with plasticity i�dex of 30 or �ess. The clays encountered in the borings are low to highly active and potential soil movements are highly dependent upon the depth to limestone below fnal grade (i.e. the thickness of the clay layer overlying limestone). Therefore, if fills greater than 4 ft are planned, or if fill material has a plasticity index higher than 30, potential movements could exceed our estimates in sorne areas. Potential seasonal movements were estimated using results of absorption swell tests, methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E, and engineering judgment and experience. The estirnated movements were caleulated assuming the rnoisture content of t�ie rn-situ sail within the narmal zone of seasonal moisture content change varies between a"dry" condition and a"wet" condition as defined by methods outlined in Texas Department of Transportation Test Method Tex-124-E. Also, it was assumed a 1 psi surcharge laad from ti�e floor slab acts on the subgrade soils. Movements exceeding those predicted herein could occur if the existing soils are exposed to an extended dry period, pasitive drainage of surface water is not maintained or if sails axe subject to an outside water source, such as �eakage fram a utility line or subsur:face migration from aff site locations. fi,3 llrainage and 4ther Considcrations Adequate drainage should be provided ta reduce seasonal variations in the rnoisture content of foundation soils. Al� pavement and sidewalks within 5 ft af t}�e structares should be slaped away from the residences to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimuzn slope of 2 percent. Maintaining positiv� surface drainage throughout the life of the sfructures is esse:ntial. In areas with pavement or sidewalks adjacent to the new structures, a positive seal must be maintained between the structures and the pavement or sidewalk to minimize seepage of water into the under�ying supporting soils. Post-canstruction movement of pavement and flat-work is common. NormaI maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Treneh backfill for utilities should be praperly placed and compacted as outlined in Section 7.4 and in accardance with requirements af lacal City standards. Since granular bedding backfill is used for rnost utility lines, the backfilled trench should not hecome a conduit and allaw access for surface or subsurface water to travel toward the nevc+ structures. Conerete cut-off collars or clay plugs s�ould be provided where utility lines cross building lines to prevent water from traveiing in the trench backfill and entering beneath the strirctures. 7.0 GEVERAL CONSTRUCTI4N PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test baring data and actual subsurface conditions encountered during construction, ii is recommended a registered Professional Engineering firm be retained to observe construction proeedures and materiais. 4 ALPHA Report No. W210360 Sorne construction problems, particularly degree or magnihzde, cannot be reasonably anticipated until the course of constructian. The guidelines offered in the following paragraphs are intended nat to limit or preclude other conceivable solutions, hut rather to provide our observations based on aur experience and understanding of the proj�ct characteristics and subsurface conditions encountered in the barings. 7.1 Sife Preparatian a�ad Gradiii� All areas supporting slab foundations, flatwork, pavement or areas to receive new fill should be properly proof-ralled, compacted and tested. If fill is to be placed on existing siapes {natural or constructed} steeper than six horizontal to on� vertical {6:1 }, the fill materials should be benched into the existing slopes in such a manner as to provide a minirnum bench width of five (5) feet. This should provide a good contact between the existing soils and new fili materials, reduce patential sliding planes, and allow relatively horizantal lifi placements. Even if fill is properly compacted, fills in excess of about 10 ft are stili sui�ject to set�Iements over time of up to about I to 2 percent af the total #ill thickness. This shauld he considered when planning or placing deep fill. Slope stability analysis of e�nbankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. All excavatians shouId be braced or cut at stab�e slopes in accordance with Occupational Safety and Health Administration (OSHA) requirements. Due to the nature of the ciay soils found near the surface at the borings, traffic af heavy eyuipment (including heavy compaction equipment) xnay create pumping and general deteriaration of shal�ow soils. Therefore, some construction difficulties should be anticipated during pez�ods when these soils are saturated. 7.2 Foundation Excavations Limestane was encvuntered at a depth af about 2 ft below the graund surface in t�e borings, and we expect limestone will be encountered during general excavation at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methads (including, but not limited to rack teeth, rippers, jack hammers, or sawcutting) may be required ta remove the limestone. Crushing equipment nnay be required to process this limestone if it is desired to use this material as compacted fill an the site. The contractar selecfed should have experience with excavation in this limestone. All foundation excavations shauld be properly monitored to verify loose, soft or otherwise undesirable materials are removed and foundations will bear an satisfactory material. Soil exposed in the base of all foundatian (grade beam} excavatians should be protected agair�st detrimental change in candition, such as sur�'ace sloughing or side disturbazace, rain or excessive drying. ALPHA Report No. W210360 Surfaee runofishould be drained away from excavations and not allowed to pond in the bottorrz of the excavation. Concrete for foundations should be placed as soon as practical after the excavation is made. That is, the exposed foundation soils should not be allowed to become excessively dry or wet before placement of cancrete. 7.3 Fill Compaction Clayey soils with a plasticiry index equal to ar greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density {ASTM D 698). The cornpacted maisture cantent of the clays ciuring placernent should be within the range of +2 to +6 percentage points oi the rnaterial's optimum moisture. Clayey soi�s with a plasticity index beiow 25 shouid be compacted to a dry density af at least 95 percent of standard Pzoctor maximum dry density (ASTM D 698) and within the range of 1 percentage point belaw to 3 percentage paints above the material's optimum maisture content. Clay fill should be processed and the largest partic�e or c�od shauld be less than b inches prior ta compaction. Processed lir�nestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is nat considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effart required to achieve the minirr;um compaction criteria may be minimized. Individual rock pieces larger than b inches in dimension should not be used as fill. However, if rock fil� is utilized within 3 ft beIow the bottom of floor slabs, the maximum allowable size of individual rock pieces shauld be reduced to 3 inches. Processec� limestone used as f ll should incorporate suff cient fines to prevent the presence of voids around larger diarneter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the filVbackfill below 10 ft should be compacted to at least 100 percent of standard Practor maximum dry density {ASTM D 698) and within — 2 to +2 percentage points of the material's optimum moisture cantent. The portion of the frlllbackfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Freld density and moisture cflntent tests should be performed on eaeh lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill helaw 10 ft should be compacted ta at least 100 percent af standard Proctor maximutn dry c�ensity (ASTM D 69$) and within —2 ta +2 percentage points of the material's aptimurn moisture content. The portion of the filI/�ackfill shallower than 10 ft should be compacted as previously outlined. Density tests shouid be performed on each fift (maximum 12-inch thick) and should be perFormed as the trench is beir�g back�lled. 6 ALPHA Repart No. W210360 Even if fill is properly compacted, fills in excess of about 1 D ft are still subject to settlements ove� time of up to abaut 1 to 2 pe�-cent of the total fzll thicktzess. This should be consrdered when designing pavement over utrlity lines and/ar other areas with deep fill. If utility trenches or other excavations extend to or beyand a depth of S ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the dev�loprnent of such a plan, which could include designs for sloping and benching ar various types af temporary shoring, is beyond the scape of this study. Any such designs and safety plans sha�l be developed in accardance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was not encountered in the barings. However from our experience, shallow groundwater cauld be encountered during general excavation at this site. The risk of encountering this seepage is increased during or after periods of precipitation. Standard sump pit and pumping procedures should be adeyuate to control seepage on a local basis for relatively shallow excavations. 8.0 LIi17ITATlONS Professional services pravided in this geotechnical exploration have been performed; findings obtained and pre�irninary design information prepared in accordance with generally accepted geotechnical engineering principles ar�d practices. Please note, the preliminary design information provi�ed herein is based on a limited number of widely spaced test borings and limited laboratory tests and further studies may reveal different subsurface conditions warranting f nal design recarnmendations different than indicated in this report. The scope of services provided herein does nat include an environmental assessment of the site ar investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations made by athers based on this data. Information contained in this report is intended far exclusive use of the Client (and their design re�resentatives) and conceptuaI design of specific structures autlined in Section 2.0. Preliminary information presented in this report should not be used far final design of any str�acture. Preliminary infarmation provided in this report is based an our understanding of information prnvided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may rnateriafly a�ter the �reliminary information. Further, ALPHA TESTING, 1NC. is not responsible for damages resulting from wori�manship of designers or contractors and it is recomm�nded the 4wner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is perFormed in accardance with plans and specifications. 7 ALPHA Report No. W210364 A-1 METHODS OF FIEI�D EKPLORATION Using standard rotary dri��ing eyuipment, a total af 16 test borings were performed for this preliminary geotechnical exploratian at the approximate locations shovvn on the Boring Location Plan, Figur� l. The boring Iocations were staked �y using a handheld GPS device or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the �est borings shown on the Boring Location Plan are considered accvrate only to the degree implied by the �nethods used ta define them. Relatively undisturbed samples of the cc�hesive subsurface rnaterials were obtained by hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected depths {ASTM D 1587}. These samples were removed frorn the sampiing tubes in the fie�d and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and passible testing in the lab�ratory. Sarne soil samples were obtained using split-spaon sampiing procedures in accordance with ASTM Standard D 1586. Dis�urbed sampl�s were obtained at selected depths in the borings by driving a standard 2-inch O.D. split-spoon sampler 18 inches into the subsurface material using a 1�10-pound harnmer falling 30 inches. The number of blows required to drive the split-sgoon sampler the final 12 inches of penetration (N-value) is recorded in the appropriate colurnn an the Log of Boring sheets. Texas Departrnent of Transportation Texas Cone Penetration (TCP) tests were completed in the field to determine the apparent in-place strength characteristics of the rock type materials. A 3- ineh diameter steel cone driven by a 170-pound hammer drapped 24 inches is the basis far TxDOT strength carrelations. Depending on the resistance {strength} of the rnaterials, either the nunzber of b�ows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone d�e to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method TEX 132-E). Lags of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata eneountered using the Unified Sail Classifeation Systern. Sampling information, pertinent field data, and field observations are also included. 5amples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwi se. 0 � � 0 � � z° r z � c� � � � � � za x�orr � ~ �� Q � � � � �x�� z��r� o�z�o �� oo� � �� O z�y dlzyr �� r ,� r „� o O � � y d °z � � � r � � z = � � �� r r" � � �, � .� � -� � � � � a b ro O � y � � O 7y � r C n y O z � O b�d y O � O d SALT FORK DRIVE , [� � � �y � [ I j i i' � t � ; +� � ' Q � �LJ . , � �'d 0� � � , , �� , , fl � , ; _ �4 � � �; i � � j � I , ._ �,.�Qa � : �► _ � _ ,� aa ;.i.�t � • _ � � � � � �� ,f, ':L:1 � ;�� . ,� � � ! '� af � � � "�" - , T �� E��x=,� - .C�x= =°� �"�� --�� '� � "` [��l...rJ��s�k _ s ��afl , ` _ ___-__-,-�-, � ��[� �� {�� a � ! ' f �7 ' _:_-_- —_—_. _—. �-_ ! � — ��] :D � 7 -- _ _ � ` (� L� , �l _ �� r - = �;� - - ��.�� ] . I � � � t � . � _ f__ _ .__ . _ _ .l , � � � _ . .____ .. . - - - r d �.] � ; . . _ _ _ _ . � � . � �� 1 � � + f�'-�, ' j� � I � � � � � � r f' .> � � � �-� � � � I � _' L� C��C� C:� ! ` � � � �, �� ; � ,�,_, � � ��•V r � I ?; �� . �L� � _ � � � �� Q , , p ��':;�� :�� t. . � �; f. �:: ;�i �� :� ►= -� � � ALPHA Report No. W2l 0360 B-1 METHQDS 4F LABOR�TORY TESTING Representative samples were evaluated and classified by a qua�ified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, nati.�ral moisture content tests (ASTM D 221 fi}, Atterberg-Iimit tests (ASTM D 431 S} and percent material passing the Na. 200 sieve tests (ASTM D I 140} were performed on selected samples. In addi#ian, pockei-penetrometer tests were cflnducted on selected soil samples to eva�uate sflil shear strength. Results of the laboratory tests described abave are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further anaIyzed by absorption sweli tests. The swell test is perfarmed by placing a selected sample in a consolidation machine and applying either the appraximate current or expected overburden pressure and then allowing the sample ta absarb water. When the sarnple exhibits very little tendency for fi�rther expansion, the height increase is recorded and the percent free swell and totaI moisture gain calculated. Resu�ts of tt�e absorption swell tests are provided on the attached boring lags. 5058BrushCreekRd BORING NQ.• 1 A L P H A��, � E S T f N G F�n ��,.��, Texas 7h! 19 eet 1 of 1 Phone: 817-496-560d Pac• 817-49h-5G08 pROJECT NO.: W210360 W H E A E I T ly L L B E G I N S N'�"++'�ulphateslrng.conr Client: NexMetro De�elo ment LLC Lacatfon: Fprt WoRh, Texas Project: Avilla Boat Club SurFace Elsvation: � Start Date: 2/12/2021 End Date: z��212021 West: Drilling Method: CONTINUOUS FLfGHT AUGER North: Hammer Drop (Ibs ! In}: e � GROUND WATER OBSERVATIO�fS �, �� y��. �, L ' x m � SIOn Rods (ftj: N�fVE � �,� � N � m U� ��-' a� m � � c o � � ZAfter Drilling (ft): DRY � > [7 � ° a � c n, � a �, � ° T, c� � m �Atter Hours (#t): � �� U� a o � � °'�" �..., U � � •`-' 3 w v� � U) a i� C C U� �� 'C � J � l(f MATERIAL DESCFtIPiION ~a a � Z � � a Light Brown CLAY with sand and calcareaus noduies and deposits 4.0 75 i6 31 96 15 D.1 2.0 Tan LIM�STONE with clay seams and layers 24 1001 � 3.75" 1001 10 1.25" 12.0 Gray LIMESTONE with shale seams 1001 15 3" 1001 2fl 20.0 �� 7EST BORING TERMINATEp AT 2a FT 5058BrershCreekRd. gORING NO.• 2 A L P H A��, T E S T i N G F�� W�T��, Texas 76119 Sheet 1 af 1 Phane: 817-496-Sb00 Fac: 817-49b-S608 pROJECT NO.: W2103fi0 W N E A E ! T A L L B� G I N S ti+'K'H'•alphatestrng.cnm Client:_ NexMetro Development, LLC Location:___Forl Worth, 7exas Project: Avilla Boat Club SurFace Elevation: Start Date: y�y�Q2i End Date: ti�y202t West: DriUing Methad: CONTINUO[!S FLIGHT AUGER North: Hammer Drop (Ibs ! In): GRdUNb WATER OBSERVATIONS ro � y n o m O a e [A ,�+ � O N Q� � � ' . m m � N�NE T d U� c Q1 n+ � E z7 w u QQn Rads (ft): ��.o o y �,� .� m E c o a �. Z A f t e r D r i i l i n g ( ft): Q R Y a o� � o � E c m mo �a ° � `-' � a� � @ — U o.x? a o � acv ❑-- V � �v, v 3 �After fiours (ft): � v U �� e w, � m ��n u� � � � �� a j� � Z � � � 0. a MATERiAL DEBCRIPTION Light Brown CLAY {possible fifl) 4 z5 1g qg �6 30 1.0 Dark Brown CLAY wifh calcareous nodules and deposits 43 18 2� 0.8 2.0 Tan LIMESTONE with clay seams and fayers 501 3.75" 1001 5 0.75" 140/ 10 2.50 12.0 Gray LIMESTONE with shale seams 1001 15 2" 1001 20 20.0 1.50" TEST BOF2ING TERMINAiED AT 2p FT aLPHA/� � TESTING WHEAE IT ALL BEGINS SO1L & ROCK SYM$OLS � (CH}, High Plasticity CLAY � (CL), l.ow PlasticPty C1AY � (SC), CLAYEY SAND � (5P), Poorly Graded SAND � (SV4�, Well Graded SAND � tsnn7, si�rY s,an�o � (ML}, SILT � (MH), Elastic SILT � LIMESTONE � SHALEIMARL � SANDSTONE , O (GP), Paorly Graded GRAVEL � M {GW), Well Graded GRAVEL � (GC), CLAYEY GRAVEL � (GM), SIL1Y GRAVEL � [OL), ORGANIC SlLT � (OH), ORGANIC CLAY � FILL SAMPLING SYMBOLS ■SHELBY TUBE (3" OD excep# where noted otherwise) �Sf'LIT SPQON (2" OD except where noted otherwisey �AUCsEFt SAMPLE �J � TEXAS CONE PENETRAZION �ROCK CORE (2" ID except where nated athervrise) KEY TO SOIL SYMBQLS AND CLASSIFICATIONS RELATIVE D�NSIIY OF COHESIQNLESS SOILS bfows/ft V�F2Y LOOSE LOQSE MEDIUM DENSE VERY DENSE 0 TQ 4 5 TO 1D 11 TO 30 31 TQ 50 OVER 50 SHEAR STRENG7H OF COHESIVE SOI,LS l#sfl VERY SQFT SQFf FIRM STIFF VERY STIFF F[ARD LESS THAN 0.25 025 TO 0.5b 0.50 TO 1.00 1.00 T4 2.00 2A0 TO 4.OD OVER 4.00 RELATIVE D�GRE� OF PLASTICITY (P!) LOW MEDlUM HIGH VERY FfIGH 4 TO 15 16 Td 25 2$ 70 35 QVEFi 35 RELATIVE PROPORTIONS % TRACE LIFTLE SONfE AND 1 TQ 10 11 TO 20 21 TO 35 36 TO 50 PARTICLE 51ZE IDENTIFlCATlON (DIAMETER] BOULDERS GbBBLES COARSE GRAVEL FINE GRAVEL COURSE SAND MEDIIiM SAND FIiVE SAND SILT CLAY 8.0" QR, LAF2GER 3.0" TO 8.0" 0.75" TO 3.fl" 5.OmmT03.4" 2.OmmT05.Omm 0.4 mm TO 5.0 mm 0.07 mm T0 0.4 mm a.002 mm T0 0.07 mrn LESS THAN 0.002 mm GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AVILLA BOAT CLUB SEWER EXTENSION - CPN: 103783 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 * From Original5tandard Products Lis[ CITY OF FORT WORTH F�RT W�RTH., WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 F�RT W�RTH , CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer i e lar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s ecific basis. S ecial beddin ma be re uired for some i es. �� i' � � ��• � � �' Water & Sewer - Manhole Inserts - Field Ooerations Use Onlv (Rev 2/3/161 33 Di 13 Manhole Insert Knnlson Hnte cises Made to Ocdec -Plaslic AS7TVI D 1218 Foc 21" d�a. 33 DS 13 Manhole Inse�[ Sonlh Wesler� PacAa i� Made lo Ocdec -Plaslic AS7M D 1218 Fo� 21" dia. 33 DS 13 ManLole Inser[ Noflo�v-Inflo�v Made lo Ocdec -Plaslic AS7M D 1218 Fo� 21" dia. 09/23/96 33 OS 13 ManLole Inse�t SonW�cestecn Pacl:in & Seals_ I�c- LifeSa�'er - Slainless Steel For 24" dia- 0'J/23/9G 33 OS 13 �[anLole Insert Sowli��cs�cm PacAin �& Scals_ [nc Tctl�crLoA - S�ainless Siccl For 24" dia Water & Sewer - Pioe Casine Soacers 33-OS-24 (07/Ol/131 I I/0�/02 Siccl Band ('aeing Spaccre Ad��ccd Prodiicls ��d S�slcros. Inc. ('arbo�i Slccl Sp�ccrs. Modcl SI 02/02/93 Siainlcss Stccl Casing Spaccr Ad��ccd Prodiicls ��d S�slcros. Inc. Siai�ilcss Slccl Sp�ccr. Modcl 55[ 0}/Zyg7 C eing Spaccis C ecadc Walcn�orAs Manufacluring Casing Spaccrs 09/11/10 Sla�nless Steel Cas�ng Spacer P�peline Seal a�d I�sularoe SIa�Ness Steel Cas��g Spacer Up to 18" 09/11/1D Coaled S[eel Casi� Spacecs Pipeline Seal a�d I�snlaroc Coaled S[eel Casin Spacecs Up l018" OS/1D/11 Slainless S[eel Casi�g Spacer Pon'eeseal 4810 Pon'emhock Up l018" 03/19/18 Casing Spacecs BWM SS-12 Casing Spacec(S[ainless Steel) 03/19/18 Casing Spacees B� FB-12 Casing Spncer (Coated Cnfion Steel) for Von�ressnrc Pipc end Gronted Casing 03/29/22 33 OS 13 Cnsine Spacees CCI Pipeline Svslems CSC12, CSS12 Water & Sewer - Pioes/Ductile Iron 33-11-10(1/8/131 * 33 11 10 Duelile Imn Pipe GnfGn Pipe YroducLs. Co_ Super [3e11-I51e Duclile Iron Press�re Pipe. q�yy�q C I�O. C I51 3�� hni Z=�� OR/21/IR 331110 DnelileImnPipe AmeneanDnctileIronPipcCo. AmencnnFastilePipc(13cII5pigoQ AWWACIS(I.CI51 1"Lhni3(1" OS/21/IS 33 11 10 Dnc�le Iron Pipe Amencan DucUle Ieon Pipe Co- Ameeican Flc Ring (Resha�ned ]o�nt) AW WA CIiO_ C151 3" �l�ru 30" * 331110 DnclileImnPipe U.S.PipeandFonndryCo. AWWACISO.Clil * 331110 DuclilelmnPipe McWaneCnstIronPipeCo. AWWACISO,Clil Water & Sewer - Litilitv Line Marker f 08/24/20181 Sewer - Coafinas/Eooxv 33-39-60 (Ol/08/131 02/25/02 H o.1� Linin Svstem Sai�ercisen_ [nc Se��crCard 210R5 LA � wit� 11210-I 33 12/11/01 H o.1� Linin Svstem Ertcch Tccl�nical Coaun �s Erlcch 2030 and 2100 Scrics Ol/11/OS Inteeior Duclile Iro� Pi e Coalin lnduron Protecto+01 ASTM B-117 Dnclile Iro� Pi e ON�� 01/31/O6 CoalinsfoeCoeros�onProteclion Chceicnon Arc7'JI_SIIIB_51_52 AcidResis�anceTcs� Se��ee:1 �lications 8/28/200G Coa�nsfoeCoerosionPro�ecuon WarrenE�nironmc�nal 5-.Ol��id�I-.01 Sc��erA>>lications Sewer - Coatines/Polwrethane Sewer - Combinafion Air Valves OS/25/IN 33-31-70 AirRcicascVal�c A.R.LUSA_[�ic DU25LTP02(� m�osilcBod�) 2" Sewer - Pioes/Concrete ' E1-03 Conc_ Pi �a Reinforced Wall ('o��creic Pi c Co. Inc. ASTM � 7G ' EI-01 Conc_ Pi �a Rcinforced I I�dro Conduit � r�or�lio� �lass [[[ T�Y.G. SPL Iicm 1177 ASTM C 7G ' EI-01 Conc Pi �a Rcinforced I Ianeon C ncrc�c Prodiicls - ASTM � 7G ' EI-01 Conc- Pi e_ Reinforred Concre�e Pi �c & Producls Co. Inc. ASTM � 7G Sewer - Pioe Enlarement Svstem (Methodl33-31-23 f01/18/131 PIMSvstem PIMCoi�oration Pol�eth�le��c PIMCor�._PiscalaWa�:V.I_ A�n'o�edPre�ioi�sh� McConnell Svstems McL�� Consvi�ciion Pol��eili� Ic��c I Ioi�si.on. Tcras A>>ro� ed Pre� ioueh� TRS Svstems Tre�icliless Re �I�cemeni S�sicm Pol��eili� Ic��c Cal �a��. Canada A>>ro� ed Pre� ioueh� Sewer - Pioe/Ftiberelass Reinforced Pine 33-31-13(1/8/131 7/21/'J7 .3 31 13 CcnL C et Fibcr��lass (FRP) I Iob�s Pi �c USA_ [�ic I Iobas Pi �c (Von-Pressiirc) ASTM D32G2/D3751 0./22/IU ;331 13 Fiber IassP� e FRP) Amero�i Bonds�n�idRP�IPPi�e ASTMD'.2G2/D'.75+ 0�/OJ/21 Glass-F�bec Reu�focced Pol��mec Pi e FRP Thom �son Pi �c Grou � Tl�om �son Pi �c (Flo��ti�c) AST�I D3262/D37i+ 1/11/OS Polvmer Modified Concrele Pi e Amilech USA �Ic.ror Polvcrele Pi e AS7TVI C33. A27G_ F177 8" to 102"_ Class V O6/0'J/10 EI-) Rei��foeced Pol��mee Concrete Pi c L:S C m�osi�c Pi �e Reinforced Pol��mer C ncre�e Pi �c ASTM C-7G Sewer - Pioes/I-IDPE 33-31-23(1/8/131 ' Hi L-0ensitv olveWvlene �i �e Pl�illi �s Drisco i�c Inc. O nicore Di�ciile Pohe�h� Ic��c Pi �e AST�I D t2+X R" Hi h-densilv ol��ellrvlene � e Plcxco Inc ASTNt D 121N ft" Hi h-densitv olveWvlene � e Polh� Pi ie. inc. ASTM D 124N 8" Hi h-deneiiv �ol��eilirlene �i e �SR I I��dro � ndi�iUPi �cline S��sicros Mc� nncll Pi �e Enlar��ement AS7TVI D 121K Sewer - Pioes/PVC (Pressure Sewer133-11-12 (4/1/131 12/02/II 33-II-12 DR-IIPVCPressw'cPipc Pipclifciclslrc�m PVCPressw'cPipc AWWACJOU �"Il�nil2" 10/22/Il 33-I I-L2 DR-11 PVC Pressw'c Pipc Ro��l Buildi�ig Prodiicls Ro�al Sc�l PV� Pressiirc Pipc AWWA CJ00 �" Il�ni 12" * From Original5tandard Products Lis[ F�RT W�RTH , CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All watcr m- sewcr pipc largcr than 7 5 inch diametcr shall be a roved for use b the Water De artmenton a ro'ects ecific basis. S ecial beddin ma be re uired for some i es. �i � i' � �i ��• � � �' Sewer - Pioes/PVC* 33-31-20 (7/1/131 33-3I-2o PVC Smccr Pf c 1-M Mam�Yaclnnn� Co., Ina pM E:� le) SDR-26 AS7TvI D 3034 4" - IS" 12/23/Y7* 33-31-20 PVCSc�ccrPie DiamondPlaslicsCo oraHon SDR-26 AST�'1D3�3; 3"thmlS" 33-31-20 PVC Se�cer Pi e Lamson Vvlon Pi e AS7TvI F 7tl9 3" thm IS" 01/18/18 33-31-20 PVC Se�cer Pi e Vinvllech PVC Pi e Gra�'iN Se�cer ASTM D3033 3" thm IS" 11/11/Y8 33-31-20 PVC Se�cer Pi e Diamond Plnslics Co oraHon "S" GraciN Se«'er Pi e AS7TN F 679 Itl" l0 27" 33-31-20 PVC Se�cer Pi e I-M Mann(acmnn Co, Ina pM Ea�le) SDR 26/3i PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVCSe�cerPi e Pi eli(eletSheam SDR-26andSDR-35 ASTMF-67Y 18" Oi/06/Oi 33-31-20 PVC Solid Wall Pipe Diamond Plaslics CoryoraHon SDR 26/3i PS 115/36 ASTM F-679 Itl" lo �8" 03/27/06 33-31-20 PVC Se�cer Fillines Harco SDR-26 and SDR-35 GasAet Fittin s AS7TN D-303A, D-178d, etc 4" - IS" ' 33-31-20 PVCSe�cerFillings PlasticT�ends,Inc(WestlaAe) GaskGeAPVCSeo�erMainFilHn s ASTMD3034 3/IY/201N 333120 PVCSe�cerPi e Pi elifeletSheam SDR35 ASTMF679 18"-23" 3/IY/201N 333120 PVCSe�cerPi e Pi elifeletSheam SDR26 ASTMD3033 �"-IS" 3/2Y/201Y 33 31 20 GasAeted Fillings (PVC) GPK Pmdncls. Inc. SDR 26 ASTM D3033/F-679 �"- IS" 10/21/2020 33 31 20 PVC Se�cer Pi e NAPCO(Wesllake) SDR 26 ASTM D3033 3" - IS" 10/22/2020 33 31 20 PVC Se�cer Pi e Sendcrson Pi c Co . SDR 26 ASTM D31133 �"- IS" 10/21/2020 333I20 PVCSc�ccrPi c VAPCO(Wesilakc) SDR26/3iPS115/36 ASTMI�-(79 18"-36" Sewer - PioesBehab/CIPP 33-31-12 (Ol/18/131 ctirod;n i°iA�o �� i�s�mro� �ro.-a�ti. m� ns'r�a r izic, Oi/(73/Y9 Clucd in PIAcc Pi c �aLionAl I�:n�irotcch Grou NaHonal Liner. (SPL) Item N27 AS'�M I'-121C/D-�R13 Oi/29/96 ClrzedinPlecePi c Revnaldslnc/Inliner'I'echnol��'(InlincrUSA) InlinerTeehnolow AS'fVII� I2IC Sewer - Pioes/Rehab/Fold & Form Fold and Fo�m Pi e Cnllum Pi e SvsLcros, Ine. 11/03/Y8 Fold and Fo�m Pi e Insih�'onn Technolo�ies, Inc InsimYonn "Nid'I e' ASTM F-1iO4 Fold and Fo�m Pi e Amencan Pi e& PlasHes, Ina Demo. Pu ose Onlv 12/(71/(70 FoldandFo[mPie UltrAlincr UltrAlincrPVCAIIocPiclincr AS'�MI'-ISf71.IR71.IR(7 (IC/(19/03 Fold'andFo[mPic VIiIIcrPi�clincCor_ I�:XMCLhod ASTMI'-I�O1.I�-1917 U tolR"diamctcr Sewer - Pioes/Ooen ProSle Laree Diameter oeizc,iyi r:ioo-z �vc so«�or �� o. a�bboa �.amso� ��io� �� cA�io� v�io� N.c. cios�a i��ori� i�;,�. nsrh� r c,�e ix^ io �s�� 09/26/91 1;100-2 PVCSc�ccrPi c,Ribbed I�.�-Ln�sion'I'cchnolo�ics.lnc_ Ultre-RibO cnProfilc5c��rPi c AS'�M1�679 I%"tol%" E100-2 PVC Se�cer Pi e, RibbeA U onor ETI Com a� 11/10/10 (E100-2) Polv m vlene (PP) Se�cer Pi e, Donble Wall Ad�anced Draina�e Svslems (ADS) SaniTite HP Donble Wall (Comi ated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polv m vlene (PP) Se�cer Pi e, Tn le Wall Ad�anced Draina�e Svslems (ADS) SaniTite FII' Tn le Wall Pi e ASTM F 2764 30" l0 60" Oi/16/11 Sleel Reinforced PolvGhvlene Pi e ConTech Consm�eHon Pmdncls Dnnna�� ASTM F 2i62 24" l0 72" R'ater - Aopurtenances 33-12-10 (07/Ol/131 01/1S/1S 33-12-10 Donble Slrn Saddle Romne 202NS Nclon Con1eA AWWA C80� 1"-2" SVC. n to 2A" Pi e O8/28/02 Donble Slrn Saddle Smith Blair #3ll Nvlon Coated Double Slra Saddle 07/23/12 33-12-10 Donble Slra Sen-ice Saddle Mneller Com am DR25 Donble (SS) Slra DI Saddle AW WA C800 1"-2" SVC, n to 24" Pi e 10/27/87 Cl�fi Sto s-Ball MGer Vah-es McDonnld 6100M,6100MT & 610MT 3/4" and 1" 10/27/N7 Cl�fi Sto s-Ball Meler Vah-es McDonnld 3603B, �603B, 6100M.6100TM and 6101M 1%" and 2" FB600-7N4 FBI6D0-7-N4 FV23-777-W-NL. 5/25/2018 33-12-10 Cn�b Sro s-Ball Meler Val��es Ford Meler Bo_c C_ Inc. L22-77NL AW WA C800 2" FB600-6-NL FBI600-6-NL FV23-666-W- 5/25/2018 33-12-10 Cnrb Sro s-Ball Meler Val��es Ford Meler Bot Co_ Inc. NL L22-66NL AW WA C800 1-1/2" FB600-3-NL. FB1600-3-NL. Bl l-�3�-WR- 5/25/2018 33-12-10 Cl�fi Sto s-Bnll Meler Vah�es Ford Meler Bos Co.. Ine. NL. B224A4-WR-NL, L2SA4NL AW WA CS00 1" B-25000N. B-2A277N3. B-2�2�ON-3. H- AW WA CS00. ANSF 61. 5/25/2018 33-12-10 Cl�fi Sto s-Bnll Meler Vah�es Mneller Co., Ltd. ISOOON. , H-ISi2N. HIA2D6N ANSIMSF 372 2" B-250DON, B-2D2DON-3. B-21277N-3 H- AWN�A C80D. ANSF 61. 5/25/2018 33-12-10 Cnrb Sro s-Ball Mele� Val��es Miiellee Co_ L[d. 150DON. H-1127GN. H-15525N ANSIMSF 372 1-1/2" B-2i000N. B-20200N3.H-ISOOON. H- AWWAC800.ANSF61. 5/25/201K 33-12-10 Cl�fi Sto s-Ball Meler Vah�es Mneller Co., Ltd. 1i530N ANSIMSF 372 1" 01/26/00 Coeted Ta m Saddle �cith Donble SS Slrn s JCM Indnsmes, Ine. #;06 Donble Bnnd SS Saddle I"-T' Tn s u l0 12" 0/i/21/]2 33-IL2� 'fe in�5lcc�c(CoaLcdS'tccl) ]CVIlndusLnes.Inc. 112Ta mrSlcc�'cI�:SS AWWAC-223 � Lo317"�c/12"Out 03/29/22 33-12-25 Ta �n� Slee�'e (Coated or Slainless Steeq 1CM Indnshies, Ine. 31i Ta m Slee�-e AW WA C-223 Cone�ele Pi e Onlv Oi/lo/11 'fn m� Sleece (Stninless Sleep Po�ce�eal 34YOAS (Flan �e) & 3A90M1 4"-S" nnd I6" 02/29/12 33-12-25 'I'n �n� Slee��e (Coated Sleel) Romnc FTS 420 AW WA C-223 U to 32" �c/23" Oul 02/29/12 33-12-25 'fn �n� Sleece (Stninless Sleel) Romnc SST Slainless Steel AW WA C-223 U to 2�" �c/12" Oul 02/29/12 33-12-25 Tn �n� Sleece (Stninless Sleep Romac SST III Stninless Sleel AW WA C-223 U to 30" �c/12" Oul Oi/10/11 lointRe airClnm Po�ce�eal 3232BelUointRe airClam A"lo3o" Plastic Metec Bo� �dCom osite Lid DFW Plastics Ina DFW37612-lEPAF FTW PlasHe Meter Bo� �dCom osite Lid DFW PlasHes Ine. DFW39612-lEPAF FTW O8/3o/06 PlasHeMeterBo��dComositeLid DFWPIasHeslne. DFW6iC-14-lEPAFFTW Clnss"A" Conc�eAe MeAer Bos Bnss & Hnvs CMB37-B12 I11 N LID-9 Conc2�eMe�erBos 13Ass&HAv`s CVII3-IR-Duallll(I.ID-9 Conc2�e Me�erBos 13ass Nr. Ha�`s CMI3C�-13(� 1�27I.ID-9 Water- Bolts, Nuts, and Gaskets 33-11-OS (Ol/O8/131 * From Original5tandard Products Lis[ Water- Pines/PVC fPressure Water133-31-70 (Ol/08/131 nwwn c�oa nwwn ceos_ 01/IN/IN 33-I1-12 PVCPressnreP� e Vim�licchPVCPi�c DRI� ASTMDI7N+ +" 12" 3/19/2018 33I112 PVCPressnreP� e Pi cliklclSlrcam DR14 AWWAC'J00 1"-12" 3/19/2018 331112 PVCPressnreP� e Pi etife]etSheam DR18 AWWAC900 I6"-21" 5/25/2018 33 I1 12 PVC Pressnce P� e Diamond Plaslics Co oca[�on DR 11 AW WA C900 1"-12" 5/25/2018 33 I1 12 PVC Pressnce P� e Diamond Plaslics Co oca[�on DR 18 AW WA C900 I6"-21" AW WA C900-16 12/6/2018 33 I1 12 PVC Pressnre P�pe ]-M Mam�fac0.¢ing Co._ Inc d/b/a IM 8agle DR 11 �' 1z�s 1"-28" ANSIMSF 61 FM 1612 AW WA C900-16 12/6/201tl 33 I1 12 PVC P�essn�e Pipe 1-M Mam�Yaclncine Co..Inc d/b/a 1M Eagle DR IK � 128� 16"-23" ANSI/NSF 61 FNI 1612 Y/6/2o19 33 I1 12 PVC Pressure Pipe Undcromnnd SolnHons Inc. DR14 Fusible PVC AW WA C90o ;" - S" Y/6/2019 331112 PVCPressurePipe NAPCO(Wesllake) DRItl AWWAC900 16"-2�" 9/G/2019 331112 PVCPressurcPipc NAPCA(Westlake) DRI+ AWWAC900 1"-12" Y/C/2019 331112 PVCPressurcPipc SendcrsonPipcCorp. DRII AWWAC900 ;"-12" Water - PinesNalves & Fitfinas/Ductile Iron Fittines 33-11-11 (Ol/08/131 U7/2l/'J2 EI-07 Di�ciilc[ronFiuings StacPipcProduci.s.Inc. �Icclia�iicalloi�ilFiuings AWWA('153&CI10 ' EI-07 Di�ciilc[ronFiuin�s GriffinPi�eProducls_�_ Mccl�anical7ointFiuin�s AWWACIIO EI-07 Ducule Iron Fitun �s MCWane/Tvlee Pi e/ li�io� lililities Dicision Mechanical Joinl Filii��gs. SSB Class 350 p�yµ�p C 153. C 114 C 111 08/11/98 EI-07 Dnclile Iron FitUn s Si ma_ Co- Mecha�ical Joi�t F�ttings. SSB Class 351 p�yµ�p C 153. C 114 C 112 02/2G/11 EI-07 MJ Fillin s Accticasl Class 350 G153 MJ Fillings p�yµ�p CI53 3"-12" OS/11/98 EI-07 Dnclile Iron loiut Reshaints Focd Metec Box Co /Uni-Flan e Uni-Flange Se�ies IlDO p�yµ�p CI11/C153 1" to 3G" OS/11/98 EI-21 PVC ]oin[ Res[cai�[s Focd Me[ec Box Co./Uni-Flan e Uni-Flange Se�ies ISDO Ciccle-Lock p�yµ�p CI11/C153 1" to 21" 11/09/Ol EI-07 DnclileIron]oi�tReshai�ts OneBolf,Inc- OneBoltResl�ainedJointFiUing AWWACIIUCIIG/C153 1"to12" 02/29/12 33-I1-I1 Dnc�le Iron Pi e MecLanical Joint Restraint BBAA Iro�t Inc. Megaing Seeies 110D (foe DI Pipe) AW WA Cl l UCI1G/C153 3" to 42" 02/29/12 33-I1-I1 PVC Pi e MecLanical Joint Restraint BBAA Iro�t Inc. Megaing Seeies 2DOD (foe PVC Pipe) AW WA Cl l UCI1G/C153 3" to 24" 08/OS/04 EI-07 Mecha��cal ]oi�[ Re[ainer Gla�ds PVC Si ma_ Co. Sigma One-Lok SLGI - SLCIO p�yµ�p CI11/C153 1" to 1D" 03/OG/19 33-I1-I1 Mecha��cal ]oi�[ Re[ainer Gla�ds PVC Si ma_ Co. Sigma One-LOA SLCSI - SLCS12 p�yµ�p CI11/C153 1" to 12" 08/OS/04 EI-07 Mecha��cal ]oi�t Retainer Gla�ds PVC Si ma_ Co. Sigma One-Lok SLCH p�yµ�p CI11/C153 12" to 21" 08/1D/98 EI-07 MJ Fit[in s DIP Si ma_ Co- Sigma One-LOA SLDE p�yµ�p CI53 1" - 21" 10/12/10 E I-24 I�[eeior Res[eained loin[ Svs[en� 5& B TecL�c�al Prodiic[s 8��og Sys[em ( Diamond Lok 21 & 1NI pS7TVI F-1621 1" to 12" 08/1G/OG EI-07 Mecha��cal]oi�tFiM�s SIPIndiishiesSeeamore Mecha�icalJo��tFitti�gs pWWpC153 1"to24" 11/07/1G 33-I1-I1 Mechanical ]oi�[ Re[ainer Gla�ds Slac Pi e Prodncls. Inc. PVC Slacgcip Secies iDOD pS7M A53G AW WA Cl l l 11/07/1G 33-I1-I1 Mechanical ]oi�[ Re[ainer Gla�ds Slae Pi e Prodncls. Inc. DIP S[a�g�ip Se�ies 30D0 pS7M A53G AW WA Cl l l 03/19/18 33-I1-I1 Mecha��cal ]oi�t Retainer Gla�ds SIP I�dashies Seeam ore EZ G�ip ]o�nt Reshaint (EZD) BIacA Foe DIP pS7M A53G AW WA Cl l l 3"-18" 03/19/1S 33-I1-I1 Mechanical loint Retainer Glands SIP Indnshies(Serampore) � Gcip Joint Resuaint (PZD) Red foc C900 ASTM Ai36 AW WA Cl l l �"-12" DRII PVC Pipe 03/19/18 33-I1-I1 Mechanical loint Retainer Glands SIP Indnshies(Serampore) � Gcip Joint Restraint (PZD) Red foc C900 ASTM Ai36 AW WA Cl l l 16"-23" DRIS PVC Pipe * From Original5tandard Products Lis[ CITY OF FORT WORTH F�RT W�RTH., WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 * From Original5tandard Products Lis[ CITY OF FORT WORTH F�RT W�RTH., WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022