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Home My WebLink AboutContract 57778-PM1CSC No. 57778-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 5 Last Revised nn i i i� r�.,;..,.:,,� �,, u:aao.-� n�i�ni�rnn �� -�,� nn �i i� r��.,.,,,.�;,.�� „ u;aao,-� n�i�ni�rnn �� -�,� 00 41 00 Bid Form 04/02/2014 00 42 43 Pro osal Form Unit Price OS/22/2019 nn�� nn in�T nn nc i i � nnimi�nin �T �� 00 45 12 Pre ualification Statement 09/O1/2015 nn�� o� noi �z�n 00 45 26 Contractor Com liance with Workers' Com ensation Law 04/02/2014 99-4�-4g nQ i��a 00 52 43 A reement 06/16/2016 00 61 25 Certificate of Insurance 07/O1/2011 00 62 13 Performance Bond O1/31/2012 00 62 14 Pa ment Bond O1/31/2012 00 62 19 Maintenance Bond O1/31/2012 BA-�-98 r�oro...,i r„�a;�:,.�� i i ii�T �� n� in�T 00 73 10 Standard City Conditions of the Construction Contract for Developer O1/10/2013 Awarded Pro'ects Division Ol - General Re uirements Last Revised O1 11 00 Summa of Work 12/20/2012 O1 25 00 Substitution Procedures 08/30/2013 Ol 31 19 Preconstruction Meetin 08/30/2013 n i�� Ol 32 33 Preconstruction Video 08/30/2013 O1 33 00 Submittals 08/30/2013 O1 35 13 S ecial Pro'ect Procedures 08/30/2013 Ol 45 23 Testin and Ins ection Services 03/20/2020 Ol 50 00 Tem ora Facilities and Controls 07/O1/2011 O1 55 26 Street Use Permit and Modifications to Traffic Control 07/O1/2011 O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011 O1 60 00 Product Re uirements 03/20/2020 Ol 66 00 Product Stora e and Handlin Re uirements 04/07/2014 Ol 70 00 Mobilization and Remobilization 04/07/2014 O1 71 23 Construction Stakin 04/07/2014 O1 74 23 Cleanin 04/07/2014 O1 77 19 Closeout Re uirements 04/07/2014 Ol 78 23 O eration and Maintenance Data 04/07/2014 Ol 78 39 Pro�ect Record Documents 04/07/2014 CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPF.CIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas. gov/tpw/contractors/ or https://apps.fortworthtexas.�ov/Prol ectResources/ Division 02 - Existin Conditions m n i i� coio,.�;.,o c;�o r�o,,.,.i;�;,.� �� m ni in o�� m n i i c n,,. ;,. n o...,,.,.,i v�-r�� Division 03 - Concrete Last Revised i � i�� i � i�� n� ino �� 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Stren th Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Re air 12/20/2012 03 80 00 Modifications to Existin Concrete Structures 12/20/2012 Division 26 - Electrical 26 OS 00 Common Work Results for Electrical 11/22/2013 �� nc �n i�i�ni�ni� z-v--v a--ry �z '� �zp-4Tj� i%r�1'z�rt 26 OS 43 Under round Ducts and Racewa s for Electrical S stems 07/O1/20ll ��o r�,....,v,,,r;,.,,�:,,r� rR„t�; r�,,,.� r�,.r,a,,;� n�i�o tiz,-�� Division 31 - Earthwork �'� �-z.�,4?�� 2i�o Tr�,.i.,��;�';oa �.,,.,,.,.,�:,.� �/i��T� � i�� n i i�� i�o ��6 n i i�� r� 31 25 00 Erosion and Sediment Control 12/20/2012 �--� �i9i�S i ��ni�ni � n. o, �-2 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Im rovements �� ni i � 7�TT � 7�� 32 O1 29 Concrete Pavin Re air �� i i �� io.,;�.io u.,�o r,,,,,-�o� �� 32 11 29 Lime Treated Base Courses �� i�� ro..,o�� rr,-o„�oa u.,�o r,,,,,-�o� �� i i �� i � i� n �,.t�„i� n,,.,:�,. �-z--rz--ry i � i�� 1'l/��z 12/20/2012 , � �� 12/20/2012 i � i�� n4i�o �� i � i��n� CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 �� i� �� i�i�ni�ni� �� z 32 13 13 Concrete Pavin 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ram s 06/OS/2018 32 13 73 Concrete Pavin Joint Sealants 12/20/2012 �� in �ti i�i�ni�ni� �v �r�v�mz 32 16 13 Concrete Curb and Gutters and Valle Gutters 10/05/2016 32 17 23 Pavement Markin s 11/22/2013 2 �� n �-.��T� 2�� nt,,,;� �o�,.o� „ra �„�o� � �� i �ti �x�:..o �or,.o� .,�a r.,�o� i�i�ni�ni� �rzv �z �7�� xT,,,,a T�'o,�,.o� .,,�a !".,ro� ��/��o�i 32 32 13 Cast-in-Place Concrete Retainin Walls 06/OS/2018 32 91 19 To soil Placement and Finishin of Parkwa s 12/20/2012 32 92 13 H dro-Mulchin , Seedin , and Soddin 12/20/2012 �� n� �� rr..00� .,�a ct,...,1�� i�i�ni�ni� �-�r--�� z Division 33 - Utilities 33 O1 30 Sewer and Manhole Testin 12/20/2012 33 O1 31 Closed Circuit Television (CCTV) Ins ection 03/03/2016 �� n� �n i�i�ni�ni� T✓--v�-Tv �r�vr�v�z 2 2�v �z�z m� � � c 22 n� i i r�,.,...,,�;,,r r'�„r�,-„i rro�� e�.,�:,,r� i �i�ni�ni � �--�-TT � �� n� i� i�i�ni�ni� �--vrra �r�v�mz 2 27TVT7v �v-�n�nvi ri.�z�--�r 33 04 40 Cleanin and Acce tance Testin of Water Mains 02/06/2013 33 04 50 Cleanin of Sewer Mains 12/20/2012 33 OS 10 Utilit Trench Excavation, Embedment, and Backfill 12/12/2016 33 OS 12 Water Line Lowerin 12/20/2012 33 OS 13 Frame, Cover and Grade Rin s— Cast Iron O1/22/2016 33 OS 13.10 Frame, Cover and Grade Rin s— Com osite O1/22/2016 33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 33 OS 16 Concrete Water Vaults 12/20/2012 33 OS 17 Concrete Collars 12/20/2012 22 nc �n i �i�ni�ni � �--�-zo � 22 nc �i rr„��oi r;�o,. ni.,�o i �i�ni�ni � �--�-zT � 33 OS 22 Steel Casin Pi e 12/20/2012 � �� 33 OS 24 Installation of Carrier Pi e in Casin or Tunnel Liner Plate 06/19/2013 33 OS 26 Utilit Markers/Locators 12/20/2012 33 OS 30 Location of Existing Utilities 12/20/2012 33 11 OS Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pi e 12/20/2012 33 11 11 Ductile Iron Fittin s 12/20/2012 33 11 12 Polyvin 1 Chloride (PVC) Pressure Pi e 11/16/2018 � �� > > �� ii �� i�i�ni�ni� � �--r-r-rT �z 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 � 2��r n,4�o,�� CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 12 20 Resilient Seated Gate Valve 12/20/2012 �� ,�� 33 12 25 Connection to Existin Water Mains 02/06/2013 � ��o n�� 33 12 40 Fire H drants O1/03/2014 33 12 50 Water Sam le Stations 12/20/2012 ��no ntiii� � ��i n�� i �c i�i�ni�ni� �� z 33 31 20 Pol vin 1 Chloride PVC Gravit Sanitar Sewer Pi e 06/19/2013 �� i �� i�i�ni�ni� �T p;„Q �o�z p� �� i �� i�i�ni�ni� �z �z �� i �� i�i�ni�ni� �� z 33 31 50 Sanita Sewer Service Connections and Service Line 04/26/2013 � ��o n�� 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 �� n �n i�i�ni�ni� �r�v �z 2 2�v �z�z m� � � c 33 39 60 E ox Liners for Sanita Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pi e/Culverts 07/O1/2011 �� ni � i i�i�ni�ni� �--�rr �z 2 2�✓--��rz ��--�i-rc�r�.�T� � i ��ni�ni � n. o, �-.z � ��T n � ino ��T 22 nti m rr,.o�,.t� r�,.,,;�� n�ini i�ni i ��L �� 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Dro Inlets 12/20/2012 33 49 40 Storm Draina e Headwalls and Win walls 07/O1/20ll Division 34 - Trans ortation � n� n�o � �,�-�T�T� 2 n �1�nv-�r r`�t�C-ircxcir�A �rt�eii�iie� 7'f � �� 2 � �1�-n-i�nv'�i �� 2 � �1�-n-i�nv-�✓ �� T iirzz��T� � ��T�Tj Zz�i m� �rc 2 /I7T^Tfl ✓ TIn� TGVT� 2 il�o 1 1 /7�� 34 41 20 Roadway Illumination Assemblies 12/20/2012 �n n i �n ni n�ii ci�ni c �� n n i �m m �tiii ci�ni c �� 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Si ns 11/12/2013 �n ni cn n�i��i�ni� �o �� 34 71 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix GC-4.02 Subsurface and Physical Conditions Fi:��4�4 rT�ao,-,.,-,,,,�a �.,,.:i:�;o� n n� u., ,.,a � � . a � �o � . o o ��i4iivircncir ��i6irir�icc � _ ■ � � • � _ � - � �� ,_ � i GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised March 20, 2020 INDEPENDENT UTILITY CONSTRUCTION, INC ��JiJ� vnr-v�v r��pns,�.L P.q�l�f� SECTI6N UU 42 43 ❑eveipper Awarded Prpje�ts _ PRQppc„p,L FOftAR UN�T PRICE BIO 6id 7'hu Bid is auLiaittrd 6v the mHtv named 6eiow: 61D➢ER: Independeaf Lsiliry Comerecrioa, [nc. i S 09 3yw Y' �Iley Drire Fw[ Worth. T]i 76i 19 6F7..{78-u41 Cmlrxtw �rees [o campiclr �4�4R1i Tor FS[A.�L ACCEPTAI�EC.'C withie CONTRACT coa�eacd to r�� 4 prwided ia e6r Ce�.l Cm�d'qioa�. El�PD OF SY.[TIUPi c m �s rner a•�-ns �ruu�,�w� coKsrAucr�rm srt.c�u'nax wccA¢arrs.r��zw�c ►,w.a�� rxn�cn Fau Veniae Afm +� :tr3w gidder`s Applica#ion Totil C"ontrnction 8i'- �r� ..d ,i�. � 7777�£: r-- �a�.+ ` o�Te: � _ � � - L �� ri worluq days �!!er sLt dp[e wbn i6e 70 di � 3$rj ��_p�p 9� �� no 15 i: ❑�P PFtEQi;.4LEFICA7'ICI� 5'I':1TFhIFiVT Pagc 1 at 1 SECTTQt+i Q� 45 12 13AP— PREQL]AI.IFICATI�N STATEMENT Each Bisider is required to complete the infortnatian below by identifying the prequalified contractors andlor subcontractors wliom they intend to utitize for the major wnrk tr�pe(s} listed. In the "Major Work T e" bax ro�ide the com lete ma�or work t e and actual descri tion as ro�ided bv the Water Departm�nt for water and sewer and TPW for pa�ing. Major Work Type ContractorlSubcontractor Co;npany Name PrequaliFicatian Ex iration Date Street Li htin� Inde endent Lltili Cflnstruction. [nc. 3/1/2023 The undersigiied hereby certifies that the contract�rs ar�dlor subcontractors describea in the tabfe above are citrrently prequaiified for the work types listed. : 1 1 ` . Independent Lltility ConstructiQn. [nc. 5� 09 Su�� Valley Dri�e Fort Warth. TX 76l l9 �`�' " hard Wo�fe ignature} �'ITI�F.: Presid�nt ❑ATE: 5-2�2022 END �F SECTIDN cirr of Foar woRrH STA6JpARp LOiJSTRiJCTIOIJ pR�QUAiEFICATItlN 5TATEMEIiT— pEVEL�PER AWARdE� PR61ECiS �Q 45 I2_Preq ua I iFitat iOrl 5[a Eemen[ 2015_�AP_Lighti ng Form Version$ep[em6er 1, 2di5 Q� 45 26 - 1 CQNTRACTaR CpMPLIANCE W4TH WORKER'S CflMPENSATI�N LAW Page 1 of 1 i 2 5ECT10N 00 45 2b CDNTRACT�R CQMPLIANCE WfTH WORKER'S COMPENSATIDN L4W 3 Pursuant to Texas La6or Cade Sectian 4�6.096(a�, as amended, Contractar certifies that it 4 pro�ides worker's cornpensatian insurance coverage far all of its emp€oyees emplayed an City 5 Project No. 103171. Contractor further �ertifies that, pursuant ta Texas Labor Code, 5ection b 406.�45(h}, as amended, it will pravide to City its subcontractor's certificates of compliance with 7 worker's compensatian co�erage. E:�+�I�] ► � 1: �_[w ��T .� 0 1Q 11 12 13 14 15 16 17 1$ 19 2Q 21 zz �3 24 25 26 27 28 29 3fl 31 3Z 33 34 35 Ki� Independent_ lJtility Canstruction. Inc. By: Richard Woife Company Please Print� S1Q9 S_un Valley Dri�e _ Signature: Address Fart Worth, T7{ 76119 Title: Presidenf City�Stat��Zip �Please Rrint} TH E 51"A7E �F TEXAS C�iJNTY �F TARRANT § § BEF�R� ME, the undersigned autharity, on this day persanally appeared Richar� Wolfe , known t❑ me to be the person whose narrte is subseribed to the foregoing instrument, and acknowledged to me that he�she executed the same as the act and deed of In�fependent Utifir� CQnstructior�. InG. far the purposes and �onsicferation therein expressed and in the �apac'rty therein stated. GIVEN UNdER MY HAND ANd S�AL OF DFFICE this �+�� Q a`- � day �# .s 2� �--�+—T, ��i�rr�� f{RiSTINA GARCIA -'��*qY PU& �r az:'' ��No�ary Pubiic, 5tata vf Texas �"S��'4� Comm. Expires 12-2Q•24724 '~;FOF�;`' hfota�y ID 130940785 r«<�� ENQ OF SECTIflN V � C1iY pF FaRT WORTH Keller Crassing Ph 2 STAIVpARa CON57RUCT10N SPfCIFICATIOEV �OCLIMENTS City Prajert Na. 103171 Re�ised April 2, 2014 Q�5243-1 ❑e�eloper Awarded Projeet Agreement Page 1 of 6 1 2 SECTI�N �Q 52 43 AGREEMENT 3 THIS AGREEMENT, authorized on June 1, 2022 is made by and hetween the De�eloper, p_R. 4 HortQn-Texas. LTD, authorized tQ do business in Texas {"Qe�eloper"} , and fnde endent Utilit 5 Cansiruction, In�., authorized to do business in Texas, acting by and thraugh its duly authorized 6 representati�e, �"Contrartar"j. 7 peveloper and Contractor, in c�nsideration af the mutual ca�enants hereinafter set forth, agree 8 as follows: 9 Arti�le 1. WORIC 10 Contractor shall complete all Work as sperified ar indicated in the Contract ❑acuments for the 11 Project identified herein. 12 Artiele 2. PROJECT 13 The proje�t far which the Wark under the Contract Qocuments may he the whole ❑r anly a part 14 is generally described as follows: 15 K�L�ER CRQ551NG PHASE 2 1fi Cit Rro"ect No. 1�3171 17 Artide 3. CDNTRAC7 TlME 18 3.1 Time is of the essence. ].9 Ala time limits for Milestones, if any, and Final Acceptance as stated in 'the Contract 20 po�uments are af the essence to this Contrart. 21 3.2 Final Ac�eptance. 22 The Work will be complete for Final Acceptance within {� working days after the date 23 when the Contra�t Time commences to run as pro�ided in Paragraph 12.fl4 af the 24 Stanttard City Conditions af the Constructian Cantract for beveloper Awarded Prajects. 25 3.3 ��quidated damages 26 Contractor recognizes that time is af the essence of this Agreement and that Qe�elaper 27 will suffer financial loss if the W�rk is not �ompleted within the times specified in 28 Paragraph 3.2 above, plus any extensian thereof allvwed in accordance with Article 10 29 of the 5tandard City Canditions of the Constru�tian Contract for Devefoper Awarded 3� �rajects. The Contractar aiso recognizes the delays, expense and dif��ulties in�ol�ed in [�TY OF FORT WORTH I(eller Crossing Phase 2 SFAN�ARO CONSTRUCTI�N SPECIFICATION �pCIJMENTS— OfVELOPERAWARDEp PROJECTS City Project fdp. 1p3171 Re�ised lune 15, 2016 005243•2 �e�eloper Awarded Project Agreement Page 2 of fi 31 32 33 34 35 36 pra�ing in a legal proceeding the actual loss suffered by the Developer if the Woric is nvt completed on time. Ac�ordingly, instead of requiring any such proaf, Cantractor agrees that as liquidated cfamages #or delay �but nat as a penalty}, Contractor shalf pay De�elo�er ❑ne Thousand ❑ollars {$I,OOD.OD} for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter af Aeceptance. 37 Arti�le 4. C�NTRACT �RICE 38 ❑e�eloper agrees to pay Contractor fvr performan�e of the Work in a�cordan�e with the 39 Contract �acuments an amount in eurrent funds af Ei ht Se�en Thausanc! Ei ht Hundred Thirt 4� Six �ollars and 90 cents �$87,835.9fl}. 41 Arti�le 5. C�NTRACT dQCI]MENTS 42 43 44 45 5.1 CONTENTS: A. The �ontract ❑ocuments whi�h comprise the entire agreement between Developer and Cantractar cancerning the Work cansist of the fallowing: 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Sid Farm (As pro�ided by Developerj 48 1} Proposal Farm {DAP Versianj 49 2j Prequalificatian Statement 50 3} State and Federal cio�uments �project specrficj 51 b. Insurance ACORp Farm(s) 52 �. Payment Bond (DAP Version} 53 d. Perfarmance Bond �DAP Versiany 54 e. Maintenance Bond �QAP Versian} 55 f. Pawer a# Attorney for the Bands 56 g. Warker's Compensation Affida�it 57 h. MBE ar�d�ar 58E Commitment Form �If requiredj 58 3. 5tandard City General Conditions of the Construction Contract for ❑e�eioper 59 Awarded Projects. CITY bF FflRT WORTH Keller Crossing Phase 2 STANpAR� CONSTRUCTIpN SPECIFICATION �OCUMENTS — �EVEippER AWAR�ED PROJECTS City Project No. 103171 Re�ised June 16, 20ifi �05243-3 oevefoper Awarded Project Agreement Page 3 of 6 5� 4. 5upplementary �onditians. 61 5. 5pecifications specifically made a part af the Contract ❑o�uments by attachment fi2 or, if not attached, as incorparated by reference and deserihed in the Table af 63 Contents of the Praje�t's Contract Documents. 64 6. ❑rawings. [:i.� .. 67 68 59 7� 71 72 73 74 7S 7. Addenda. 8. ❑acumentatian submitted by Contra�tor priar to NQti�e of Award. 9. The following whi�h may be delivered ❑r issued after the Effective Date of the Agreement and, if issued, �ecame an incorporated part of the Contract Do�uments: a. Natice to Proceed. b. Field �rders. c. Change �rders. d. Letter of Final Acceptance. CITY OF FDRT WORTH Keller Crossing Phase 2 STAN�ARO CONSTRL1CTfON SPECIFICATION QOCUMENTS — �EVE�pPER AWARDE� PROlECFS City Project Np. 1D3171 Re�ised June 15, 2016 d05243-4 �e�eloper Awarded Prvject Agreement Page 4 of fi 75 Arti�le 6. INDEMNIFICATION 77 fi.1 Contractor co�enants and agrees to indemnify, hnEd harmless and defend, at its own 78 expense, the eity, its officers, servants and employees, from and against any and all 79 claims arising nut of, or a�leged to arise out af, the work and services to be performed by SO the �ontractar� its offi�ers, agents, emplayees, su6contractors, li�enses or in�itees under 8� this contract. This indemnification ro�ision is s ecifieall intended to o erate and be 82 effecti�e er►en i# it is alle ed ar ro�en that all or some af the dama es bein sou ht 83 were caused in whole or in art b an act omission or ne li ence of the cit . This 84 indemnity prn�isinn is intended to include, withaut limitation, indemnity for costs, 85 expenses and legal fees in�urred by the city in defending against su�h claims and causes $6 of attinns. $7 88 fi.2 Contractor co�enants and agrees ta indemnify and hnid harmless, at its own expense, 89 the �ity, its afficers, serr�ants and emplayees, from and against any and all loss, damage 90 or destructian af property af the �ity, arising out of, ❑r alleged to arise out of, the work 91 and services to be performed hy the cantractor, fts officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnificatinn �ror►isRon 93 is s ecificall intended to n erate and be effe�ti�e e►►en if it is alle ed ar ra�en that all 94 or some of the dama es bein sou ht were caused in whole or in art b an act 95 ❑mission flr ne li ence of the cit . 96 97 Article 7. M15CELLANEQlJ5 98 7.1 ierms. 99 ierms used in this Agreement are defined in Article I af t�e 5tandard City Conditions ❑f lOD the Constructian Contract for Developer Awarded Projects. Ifl1 7.2 Assignment of Contract. 1�2 This Agreement, including all af the Contract Documents may not be assigned by the 103 Cantractar without the advanced express written consent of the �evelaper. 1D4 7.3 5uccessors and Assigns. 105 Devel�per and Contractor each binds itself, its partners, suc�essors, assigns and legal 106 representati�es ta the ather party hereto, in respect t❑ all cavenants, agreemenis and 107 abligations cantained in the Contract Dacuments. CITY OF F�RT WpRTH Keller Crossing Phase 2 STAN�ARD CONSTRUCTION SPECIFICATION �OCLIMENTS — �EVELQpER AWAROEO PR�JECTS City Project No. 103171 Re�ised lune lb, Z016 f10 52 R3 - 5 Ueveloper Auard@d 1'rp�e=t Pgreement Page 5 nF 5 1p8 7,�1 5everability. la9 Any pro�isi�n or part of t�e Cantract Uacuments held to be unconstitutional, void or 110 unenforceabie by a court of competent jurisdiction shall be deemed stricken, and all 111 r•�rnain9ng provis'ions shall cortinue :a be va�id and binding upa� [7EVELOPER and 112 LUNIKAC:fUIi. 113 7.5 Go�erning Law �nd Vcnue. 114 115 116 117' 118 i l.9 12Q IZ1 122 123 1Z4 This Agreenle�7:, iricludii•� all �C llse Cvn:ra�t Dvcurrents is performabl� 'sn the State of Texas. Venue s�all be Tarran- County, Texas, ar the United 5tates District Caurt for t�e Northern Dis:ri[t of Texas, Fort �VorCh Division. 7.6 Authvritv to Sign. Cortrac#or shall attach evidence or' authority ta sign Rgreemen-, if ather than duly autharizecf signatory ot the Coniractar. IN WITNESS VJHEREOF, De�eloper and Contractor h3�e cxccutcd this Agrecment in multiplc count�rpar�s. 125 This Agreement is effective as of the fast date signed by the parties ("Effecti�e date"I. 126 Contractcr: Ind2pendenf Utility Constructian, !nc De�eloper: D.R. Horton-Texas, LTD / : By- �� y: - i�n lure} (5i�n�turej CIT�' �F FORT WpR'TH Keller Crossin� Phase 2 STANCARD C4NSiRULTION S?ECIFICATIQA pOC[1M@N'fs —OEVELDPER ,4WARCEflPR01E�T5 Cily P•njett Pi4. 1p3171 Re�ised June lb. 2016 04 5: 43 fi Developer Auarded PrpJe�[ agrCem?nt Fage 5 oF 6 iz7 P,ic�uard W �I�e (Printed Name] 7ille �r�s:dent Campany Name: Independent Utility Canstruction. Inc. Adciras;: S'! f39 5iin V�Iley L�rive City/5tate/Zip: Fort Worth, T?( 761�9 ��r d �a5c..s...��L�f (Printed Name) Tiile: �JS,S�%— u'r�Cf��'I.lu�i Company name: �.R. Hortan-iexas. LTD Address: b751 Nartfi �r�e�Nay C�ty; 5tate/Zip: For, V+lo�th, TX 7613]. � �. _ � �� . � , �,� DaCe �ate ��t��i►��i�r� ��`` rp�S�ff3l/fr��h �� ,�...,� G'� ii � ��'. ' . �O �. ` J~ • o�,p °q.q y . � ,ti T %S � � -a: �SEALm=�� w'- r �`� p- • : %.''oy� ~ r g r�•"��, ''��/rr�7{AS; � `��`� � � �— a.2 cm� a� Fa�rwoHrri STAN�ARU COM�TRUCTION SPEC FICATK]N �(7CiJMENTS - DEI�ELOPEi� AWPRDED �R01ECT5 Rev sed l�ne 16, 2016 KellerCrassina Phase 2 City Proje:t Rq. 1D3171 [1f161 li- f I']•:f:f(]Ithl�lyL'L l3ilNU I'as�c I uC? F3[}I1C� �U. ?�� I � 3 � 5 G 7 s�c•rro� o[r t�z �3 PF1ZF0[Z�I:1?�L't; t3(7�I1.3 T�[ E; 5`1'A"i'l: {)F T1� ;YA� � § KNOW ALL l3Y TFIESE PR�St;NTS: CC3[JiYTY �F TARI�A�IT � Tl��t �ve. �nde� ��1�Jtilit�� Cnnsrrucrinn. (3,c. , knc�wn �zs "Principal" ]ierein and S Westfiel�! lnsiir�Elce C:nmpan��, a corpnrate S��rety{sureties. i�'more tl�an one) cluly �� iuthorizccl ta da 6usiitiess in tlie 5t�ite oF'1'eaas, knrn�n as ��5t�rery" f��i•eiE1 (�vlletf�er one or mc�re}, I[] �re I��:I�I at�d tirmly bound tii�tn the De�elorcr, ❑.[t. Fforlo��-1'exas. L"f'U a�ithcn•i-r.e�l ta c!o Uusiness I I in 'f��as (''Develn�er") and the City c�f i�ort Worth, a'��Y�s municip�i! �orpc��•ation ("Cih�"}, ii� the 1? pei��il su�n ot; Eisht -Seven'I'hous�iEid, �,i �ht [-I�ir�dred "f�l�irt '-Si� C)nll,il'S c� N1114i Ccnts I:f ($87,83__ - 6.9U) I��wfui moticy of [he United 5tatcs, to be pEIICI jl3 I�UI'[ V4'�rtf�, Tarrant C'c�unty, "I'exas 1=t fo3� tl�� p�yi��eiit nf ��•Izicli suEi� �vel I aiid t��iiy t�} he macic, juintly untc� ti�e �eveloper antl the City as 15 dual obfi�;es, �ve hind t�urselves. our hei��s, executors. aclministrators, siiccessors aE�d assi�i�s,joi��tly iG and se�erally, firn�l_y 6y these presents. 17 WHE1t�AS, �e�eIope�• aild C.ity ha�e entered iiitn a�7 A�reei�zent fi�r tlze co�lstructinil of ]S cnirm«nity fa�ilities in t1i� City oFFa�•t Woith t�y ai��i t€3rougfi .i Comn�uiiity Fa�iiities Agi�eement, 19 CFn Num�er Z'?-{]�67 ; and ?�� W'I-I�RH:AS, the PriE�ci��31 h��ti ei�tere�f ii�to �i ctrtain writicn cnntract witfi the Develop�r 21 �w�;'decf tl7e 2 rl�y nf_. June __ ?�22, �vfiicl� Contract is 1lereby referi�d tn �nci 22 made a part i�crenFtor �il puipo�c, ati ii� f�ully set ft�rtl� i}creii7, to fii�nisl� �il� �naterials, eqtiipmei�t ?3 lah��r and ntlier ��ecessc�ries defined by law. in the prosecutinn or'tl}e Wnrk, incliiding any Chan��: 24 C�rdei�s, as provided f'or irt said C'�mtract d�signated as 5tr�et Li htin�� [m ro�ements to ser�e Ke�ler 25 Crossi ri� �hase 2. �� NC}W, TIiEREFaRF, tlie condition of this ohligation is si�cl� t{iut il"tl�e sc�id Pi�i»cipal �7 shall f�iithful�y prrform it obligatians under the Cat3tract ancf Shall iri alE respects duly and faitl�flilly 28 perForm the Work, ir�eluding C'li�i��e �rders, under the C;ontract, a��orclin� to the plans, 29 specific�jticros, and coEztract dn�uznents therei�l referrcd ta, and as ��eil t�Eiring aiiy perio� vf 3f] exteiisi�n of�tlie Cor�tract lliat rnay be �ranted on the part af tl�e Derelnp�r a�idlor C:ity, thei� tf�is 3i obligatioci shall he anci hec�me niilf and �oid, t�therwise tn remain i�z #'�ill Forc� an�! effect. 3z 33 CI"I"Y Cll' I C1R'f" W'[7f; l'l l Kclicr C'rc�ssin� I'Itasc ? STANI]Aldl) CIl'l' C.'t)iYI]f'i"fi]N5 -- []I=VGL[7P�It A1�r'ARC}f_I) E�ftt)J�:l: 15 ('iiy Pr��jcc! Np If13171 Rc��i_+rJ lanuary 31, a1112 2 June 22 2 June 22 2 June 22 2 June 22 fifl��? ��i-7 �'1:11ti I I.Nr+.\L'i.: 13[1�11) ��.��.�. � iil i f3«n�! �ic�. ?f]414SI � ; :� ; { 7 3 y i r� II I� ] .f Id 17 1G l7 18 19 ?[] 21 22 ?3 W EI EREAS, PI'117CI��iI I�If1LIti IfSc'I I� I[7 I'e�]�lII' Ol" I"CCL7f151E'llCl II7t �i�'nrk in �� Ix�lc ��r iit p�ir[ u�x�n receivin� itaticc fi�om tlle f?crclu��r,�i�dlr�r C'ity c�l' fi7e nc��i thcreof�,3t ��aiJ �in,� witl�in tlic M,�i�1[i:nai�ce Pcrind. N�W"I'[-[EfZEFOC�I., tl�e conditinii of this oE�li�.lit(}El ES SLICII i31�11 if f'rii�ci��al slril! �'en�edy any dele�tive Wnrk, fL1f �G'I11Cf1 TiI11LIy i1L}CIC�: �l'�!S �71'(lV][IECE L]}' OCVC�(��1C1' UY CIl4'; lU a cnii�pl�tio�� satisfactoa�y to the C:ity. tiien ll�is obii��tion s�iali hecamt null ai��l �nicl; otherrvise to rcrn�Zin ii� f��El Force ancl �f'Fect. Plt[)Vll]F17, Ht]WEV�:1�, ir Pr��pal sl,,,ll Fail sc� tn �•epair or recr�ntilruct aily timely naticed dcf'ccti�e Wc�rk, it is agreed tl�at the L]c�elo�er or Cily �nay cause any an�l all stich clefecti�c Work l« ��e t�epaired ��ndlor recnizstructcd Gvith ��ll as5s�ciate[i casts therenf��eiE�� bnrnc t�y tlie nrincipal and the 5ur�ty under this Mairilenance Band; nn�f PRDVID�b FlJRTHER, tF�at if ai�y legai action be tiletl r�n t�is Bond, v�nue si��il lie in 1'zrrant Cou�lty, Tex��s or thc LJilited States District Court far the Norther�► Districl c�f"l'exas. Fort Wo�t1z i]i�isinn: and PRQV�UCU FURTI-I�R, tha# tl�is obli�ation siialE be crn�tin�ious in natur� and su�cessi�e recn�eries n�ay be �iad herean f'or successi�e breaches. C'I f Y(yf f�C712'!' W[ ]E2 l i l 5'I ANf]ARI7 C:I IY C'UNUI'I1f)uti —[�I.VE I_[11'I_ft ,iW'.Iftl7l:f? I'Et[�JE.L I:S ReuixYl ].uxuin• 31 . ?[I! 7 hrllcr(:rns�Eno Ph�f.0 2 (.'il� Prc�jcc! Nn. I [}3 ] 71 2 June 22 IMP�R7ANT NOTIC� Ta ob#ain information or make a Gomplair�#: You rnay call Westfielci instiran�e Corr�pany's andlor Qhio Farmers lnsurance Campany's tol!-free teleph�ne number far infarr-natiQn or to make a complaint at: 1-80�-368-3597 Yvu may also wri#e to Westfield Insurance Campany andlor Ohio Farmers Insurance Campany at: 555 Republic ❑ri�e, Suite 454 Plann, Texas 75074-8848 Yau may �ontact th� Texas Departm�nt of Insurance to obtain infarmation on campanies, caverages, rights or �atrtplaints at: 1-8�U-252-3439 You rriay write the Texas Department of Insurance: P. 0. Box 1491 Q4 Austin, TX 787 1 4-91 04 Fax: �512} 475-1771 Web: h#t :Ilwww.tdi.state.tx.us E-mail: ConsumerProtection tdf.state.tx.us PREMIUM �R CLAIM DISPUT�S: Should yau ha�e a dis�ute concerning ypur premium flr about a claim you s�ould contact the agenf ❑r Westfield Insurance Company andlar Qhio Farmers Insurance Cornapny first. If the dispute is not resofved, yau may �ontact t�e Texas Oepartrnent of Insurance. ATTACH TH15 N��'ICE T� Y�UR P�LICY: This nati�e is for information anly and does nat become a part or candifion af the attached doeument. AVIS❑ 1MP�RTANT� Para obtener infarmacion o para someter una queja: LJsted puede liamar a! numero de t�l�fono gratis de Westfield Ins�rance Gompany's 1 Qnio Farmers Insuran�e Company's para informaci�n o para samefer �rna queja al: 1-$DO-3fi$-3597 lJsfed tambien puede es�ribir a Westfield Insurance Company 1 Dhi❑ Farmers lnsurance Compar�y: 555 Republic ❑ri�e, Suite 45fl Plano, Texas 75U7'4-8$48 Puede cpmunicarse con el �epartamento de Seguros de Texas para obtener infarmacion acerca de campanias, caherturas, derechos ❑ quejas a!: 1-S�D-252-3439 Puede escribir al �e�artamenta de Seguros de Texas: P. D. Bvx 1491 fl4 Austin, T� 78714-91 a4 Fax: {512} 475-1771 Web: http:llwww.tdi.sta#e.tx.us �-mail: ConsumerProtectian tdi.state.tx.us ❑15PUTAS SOBRE PRIMAS ❑ RECLAM�S: 5i tiene una disputa concerniente a su prima o a un reclamo, debe comuni�arse �on el agente o Westfield Insurance Company I Dhio Farmers insurance Company primerq. 5i no se resuelve €a disputa, puede entonces camunicarse con el departame�to �TOI}. UMA ESTE AVi50 A SU P�LPZA: Este avis❑ es salo para praposito de ir�formacion y no se �onvierte en parte a condi�ion de! dacumento adjunto. THIS PaWER OF Ai 1DRNEY SUPERC�CJ�S ANY PHEVIOUS POWER SCAfttN[s itil� ��nnl: PdWER # AND ISSL}EO Pf{lOfi tD Od/201i1, FpR ANY p�RSQN DR PER5Qi�f5 NqMCI] E3EL�W. General Power of Attarney CERTIFIED C�PY Pow�� rvo. a2zaflsz os Wes#field fnsurance �a. Westfield Nat�ana� lnsurance Co. �hio Farm�rs Ensurance Co. Westfieir� t:ei�lee, ❑hio ICnow Alf Men Uy �frese f'rese��[s, 7tial WES fFIELD INSl1RAf4CE C:C3MPANY, WESTf1EL❑ NAi fUNAL 11Y51JltIlNC[ COMPANY anCf C]r{IC] FARAACRS INSL�RANGE CDMPANY, cor��oratians, hereinafter referred [a inrJi�idually as a"Co+ripany" and coliecEively as "Cam}�anir:.s," rtuly organized and exis[ing u�der the laws of tfie S[a[e o{ Ql31o, and ha�ing iYs pri�icipal �ffice in Westfield Ceriter, Medina Caunty, �hio, cfo by tliese presents make, cansti[ute and appoin[ CHARLES ❑. SWEEi1EY, MICHAEL A. SWE��tEY, KYL� W. SWE�NEY, ELIZRBETH GRRY, JQ{NTI.Y aR SEVERALLY aF F�RT WaRTH and SE�3te of TX its [rue and lawf�l Ailorney�sJ-�ri-FacE, �vi[h fulf po��er and authoriLy hereby r.�nierred in its name, place and stead, [❑ exeu�te, ackr�owledge and qeli�er arry and alf bands, recogrtiizar�ces, undertakiiigs„ ar atl�er instrwzfents or eonlracts of suretyship- - - - - • - - - - - - - - - - - - - - - - - - - - - - • - - • - - _ • • - - - - - - - - - - - • - - - - - - • - - • - - LIMfTqTION: THIS POWER ❑F ATTC]RNEY CANNdT E3E US�❑ Tp E]C�CL1T� NOTE GUARANTEE, NFORTGAGE ❑Ei-1ClENCY, iN0{2TGA('rE GUARAHTEE, ❑R BAHK pEP�SITpRY F3ON[]S, and to 6ind any nf the Companics ttiereby as fulfy and lo tti� same extent as ii Sucri bonds w(:re signed by tfie f'res�d�n[, SC'81Cd Yritfl [I1C COfF?Dra[C seaf oi the aF�pl{cable Company and duly attested �y its Secret�ry, hereby ratifyrng anr� contErming ali [�32t ll�e said Attorney[s} :ri-�<3r,[ rriay dq in Ihe premises. SaiG appoin[rnent is rnade ur�der and hy autYrDrlty oP the following rB,olution aoop[eo by tll� 3oard of I]ireCtors of eacrti at [he WESTFIELb 1NSLlRAMCE COAAPr1NY, WCSTFfELl7 NIITIONRL INSURANCE COAAPANY and OHEO Ff1RUfERS INSUf2ANCC CQMf'/1NY� "f3e IL �tesfllved, #hat [he �resident, any Senior Executive, any Se.cretary nr any �i[iefity & SureEy Operations Execu[i�e or othie-r Exealtive shall bc and is hereby vesfed witn iuH pnwer and autftiority to appoint any one or more sUitahle persons as A[torney{�}-ir�-Fa�t ta represent and ail ior and an hehaEf of the Company ;ubjoct to [hc faf3owing pravisions: �fhe R[torney-in-FaCt. may t�C g�ven fuEl �ower and auti��rity fnr and in the name af and on 6ehalf flF the Campany, !o exer;utc:, ack��wf�,^dge and deliVCr, any and all bonds, reCognizances, contracts, agreemenls of indemnity ar�d a[her conditional vr o1�Eigafory unciertak�rags and any an❑ all nfltices a�d documents canceling ar [erminating [I�e Company's iiahility thcreunder, and any sucfi ins[ra�men[s so execu[ed t�y any such Glitor�ey-6n-Faci shall he �as bindirlg upon [he Campany as if signed t�y the Aresider�t arkd sea[ep and at[ested by i�ie Carporate Secrr�fary,' "I3e it Furthcr Resolved, [hat YFie signaYure af any such designaled person and fhe sea[ af the Cpmpany heretnFore or hereaffcr afiixed to any pawer of attarney ar any ceriifi�ate re[ati�y Ehere[o t�y facsimile, and any power vf attorney vr cerfitEcate bearing facsimile sir�natures or facsin�ile seal shalf f�e �alid and k�inding upon the Company with respe�t to any band or under-[aking tv which it is at[ached.' (Each adop[ed ai a meeting tield qn February 8, 2pd[}j. 1n Witness Wherevf, WE5TFIELO 1NSURANCE CpMPANY, WESTFIELp NATIDNAL if�S�RANCE COMPANY and OHlO FARMERS ENSURANCE C[7MPANY ha�e caused thesc presents to be sig�ed by tYleir SeniaC Exe�ut[Ve and their oorporate seals to De hereto affixed ihis 2Rth day of APRIL A.D., 2f111 . Carparate a�u�� ,� Seals �\ ti C , AFfixed ` J. ��. ra+ �t� � ��: � 4 � ��,�, L� y �s � i., i 3L � � � � � � 'i� ��M1� � Yl=� State of bhio "'°""" County oF b,�edina ss.: . p��,n��L ,ti`�[� = ;u�; • -ys ; N ; �.?�11L : m � .Yr' 'R= ..k .. `; 1848 :; * ••----• �' W�STFI�L.D INSURAiJC� CbMPANY WESTFI�LD NATI�NAL. 1N5URANCE CpMPANY flHlfl FARMERS iMSUl�ANCE GahApANY `-' ! t By: Richard L. Kinnaird, Jr., Natianal Se�re[y Leader and Senior �xecudrvc On this 2pEh day of APRIL A.b., 201 t eerore me personalry rame Richa►d L. Kinnaird, Jr. to me known, w1ia, being by me duiy sworn, did dep�se and say, iha[ he resides in Medina, Dhio; ihat he is Senior �x�eutl�e of WESTFI�Lp INSURRMC[ COMPANY, WESTFIELD NATIONAL INSURANCE C�h,SPAiJY and ❑Hld FARM£RS INSURANGE C�MPAhY, Ihe cvmpanies descrlbcd in and which executed the abo�e instrumant; that he knaws [�e seals ot said Campanies; that the scals affixed to said instrument are such corpora[e seals; that tMey were so affixt�p by prder of the Bpards of Dire.ctflrs oF said Companics; and that F�e signed his rtame thereta �y like order. M1totarial �,,,.«.w....,,,4 Sea[ .-•''RIAt iy � � i4f��xee ,SP.• ��i�1 � S Or��1... I� p= Z ' �� r- - ' , r�,....y, . Williarn J. Kahelin, �A rney at �aw, IVvtary Publrc Siat� of ahi❑ :: T J�� p AAy CQmmisslan boeS Nvt Expira (SeC. 747.Q3 bhia Re��sed Cocle} Caunty af Me�ina ss.: .r. 9r� o� or� I, Frank A. CaCrino, Secreiary af WF57FIELD INS[SRAMCE COM?A[�Y, I+1�E57FIELD NA71�NA{., �h�StSRANC� CpAAPA�IY and OHIp FARFAERS IMSUftAMGE C�l�lPANY, da hereby certity lf�at the abo�e and faregaing is a true and carrect copy of a Power of Attorney, executed by said Campanies, which is still in full �orce a�3d efic�ct; and furthermors, th� resoEutions of [he 9oards of Qirectors, sei out in the Power af Att�rney are in ful! farce and Gife�t. l� WitRess Whereaf, ! h�ve hereunta se[ my hand ar�d af{ixed ttte seals ❑t said C'.ompanies a1, Y�r,stfield Cen[er, C]fuo, this day nf A.O.. ��,su►�.�,�'�, ,,.,."�tiri;�;��••. ,.,�.�g� ; ��P. •tis: �':ip`� i V : � '•�'P =. �`r_= .o � •. "~j �� ' �,- ,�: 4 :� _�: sr�G =�,_ :�n: � � �� : u��- �� : �.:,`.`��...r� f : zf � •'o _ � �..a�.... �� i NVu..,,q sarrrr,Rry F'rank A. Carrinti, 5�cretary aPnacz [Cort,r��,�a�f �os-ozy � � JACKSON CONSTRUCTION, LTD 00 42 43 DAP - BID PROPOSAL Page 7 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3311.0241 8" Water Pipe 33 11 12 LF 3284 $54.00 $177,336.00 2 3312.2003 1" Water Service 33 12 10 EA 86 $1,325.00 $113,950.00 3 3312.2103 1 1/2" Water Service 33 12 10 EA 7 $2,300.00 $16,100.00 4 3312.3003 8" Gate Valve 33 12 20 EA 8 $2,460.00 $19,680.00 5 3312.0001 Fire Hydrant 33 12 40 EA 5 $5,675.00 $28,375.00 6 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 5 $14,240.00 $71,200.00 7 3305.0109 Trench Safety 33 05 10 LF 3284 $2.00 $6,568.00 8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $1,200.00 $2,400.00 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 TOTAL UNIT I: WATER IMPROVEMENTS $435,609.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS - DEVELOPER AWARDBD PRO7ECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAPxIs 00 42 43 DAP - BID PROPOSAL Page 2 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3331.4115 8" Sewer Pipe 33 31 20 LF 2547 $49.00 $124,803.00 2 3339.1001 4' Manhole 33 39 20 EA 10 $5,900.00 $59,000.00 3 3339.1002 4' Drop Manhole 33 39 10, 33 EA 1 $7,700.00 $7,700.00 4 3331.4116 8" Sewer Pipe, CSS backfill 33 31 20 LF 190 $60.00 $11,400.00 5 3339.1003 4' Extra Depth Manhole 33 39 10, 33 VF 27 $150.00 $4,050.00 6 3339.0001 Epoxy Manhole Liner 33 39 60 VF 10 $400.00 $4,000.00 7 3331.3101 4" Sewer Service 33 31 50 EA 48 $1,100.00 $52,800.00 8 9999.0001 4" CSS Sewer Service 33 31 50 EA 21 $1,200.00 $25,200.00 9 9999.0002 Connect to Existing 8" Sanitary Sewer 00 00 00 EA 4 $1,300.00 $5,200.00 10 3301.0101 Manhole Vacuum Testing 33 01 30 EA 11 $175.00 $1,925.00 11 3305.0109 Trench Safety 33 05 10 LF 2547 $2.00 $5,094.00 12 3301.0002 Post-CCTV Inspection 33 01 31 LF 10188 $3.00 $30,564.00 13 9999.0003 Post-CCTV Inspection Manholes 33 01 31 LF 11 $200.00 $2,200.00 14 0241.2103 8" Sewer Abandonment Plug 02 41 14 EA 1 $450.00 $450.00 15 16 17 18 19 20 21 22 — — 23 24 25 26 27 — — 28 — — 29 — — 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $334,386.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS - DEVELOPER AWARDBD PRO7ECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAPxIs 00 42 43 DAP - BID PROPOSAL Page 3 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT III: DRAINAGE IMPROVEMENTS 1 9999.0004 8'x3' Box Culvert 33 41 10 LF 280 $623.00 $174,440.00 2 3341.1501 8x4 Box Culvert 33 41 10 LF 108 $721.00 $77,868.00 3 3341.2003 10x6 Box Culvert 33 41 10 LF 241 $1,092.00 $263,172.00 4 3305.0112 Concrete Collar 33 05 17 LF 2 $150.00 $300.00 5 3341.0402 42" RCP, Class III 33 41 10 LF 234 $189.00 $44,226.00 6 3341.0302 30" RCP, Class III 33 41 10 LF 129 $108.00 $13,932.00 7 3341.0208 27" RCP, Class III 33 41 10 LF 49 $94.00 $4,606.00 8 3341.0205 24" RCP, Class III 33 41 10 LF 252 $84.00 $21,168.00 9 3341.0201 21" RCP, Class III 33 41 10 LF 141 $73.00 $10,293.00 10 3349.5001 10' Curb Inlet 33 49 20 EA 3 $5,900.00 $17,700.00 11 3349.5002 15' Curb Inlet 33 49 20 EA 2 $8,600.00 $17,200.00 12 3349.5003 20' Curb Inlet 33 49 20 EA 2 $10,800.00 $21,600.00 13 3349.0001 4' Storm Junction Box 33 49 10 EA 1 $5,200.00 $5,200.00 14 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $7,800.00 $7,800.00 15 3349.7001 4' Drop Inlet 33 49 20 EA 1 $5,000.00 $5,000.00 16 9999.0005 TxDOT 3-10'x6' CH-PW-O Headwall 33 49 40 EA 2 $84,000.00 $168,000.00 17 9999.0006 TxDOT 5-8'x3' CH-PW-O Headwall 33 49 40 EA 1 $56,000.00 $56,000.00 18 9999.0007 TxDOT 5-8'x3' CH-PW-O Modified HW 33 49 40 EA 1 $67,000.00 $67,000.00 19 9999.0008 27" Sloping Headwall 33 49 40 EA 1 $4,400.00 $4,400.00 20 3137.0102 Large Stone Riprap, dry 31 37 00 SY 977 $77.00 $75,229.00 21 3305.0109 Trench Safety 33 05 10 LF 1434 $2.00 $2,868.00 22 9999.0009 Phase 1 Demo (City Storm Connection) 02 41 14 LS 1 $8,000.00 $8,000.00 23 24 25 26 27 - - 28 - - 29 - - 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,066,002.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS - DEVELOPER AWARDBD PRO7ECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAPxIs 00 42 43 DAP - BID PROPOSAL Page 4 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 3213.0101 6" Conc Pvmt 32 13 13 SY 11050 $48.75 $538,687.50 2 3213.0301 4" Conc Sidewalk 32 13 20 SF 6495 $7.00 $45,465.00 3 3211.0501 6" Lime Treatment 32 11 29 SY 11813 $3.80 $44,889.40 4 3211.0400 Hydrated Lime 32 11 29 TN 189 $268.00 $50,652.00 5 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 6 $1,900.00 $11,400.00 6 3217.0401 18" SLD Pvmt Marking HAE (W) 32 17 23 LF 42 $30.00 $1,260.00 7 3471.0001 Traffic Control 34 71 13 MO 1 $7,000.00 $7,000.00 8 9999.0010 Remove End-of-Road Barricade 34 41 20 EA 2 $125.00 $250.00 9 9999.0011 Connect to Exist Pavement 34 41 20 LF 58 $21.00 $1,218.00 10 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 4 $490.00 $1,960.00 11 12 13 14 15 16 17 18 19 20 21 22 — — 23 24 25 26 27 — — 28 — — 29 — — 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT IV: PAVING IMPROVEMENTS $702,781.90 Bid Summary CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS - DEVELOPER AWARDBD PRO7ECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAPxIs 00 �x 4s DnP - 8m TROPos►�f. PaPa 5 d 3 s�crioN aa as a3 Der►eloper Awarded Projects - PRQP05AL FORM LJNIT RRICE B1D Projv�t Ttem Infosrtratian Bidder's Application Bcaa�t: ��i IiatIiem ��Qn Speciifiqtion Unitvf Hid �JnitPrice $idValue No. Seetion Na. luSeasurc Quan�ity UNIT I: WASEfi1MPRdVEMFACTS 343560! UNtT It: 5!#I�ITARY S�VYER IMPROVEMENTS 5334 38i UNIT !I!: OFiWNAL3E IMPROVEMENTxS S1 066 00: 11NlT 1V: PAVING [AAPROVEMENTS T��7g� Tori1 Ca.arueciam '!`his Bid is auhmitted hy tha cntlty n�mtd belaw: Troy L. Jackson SIDRER: ��'� 1![IL90q Cfl11.Sh'6CL�DA� x,�7. I 51 i2 Sna Vailcy IFrivvr Fart Warth,'17L 76119 T�� 817�72-33U3 �AT� Contnctor �grees te rampiete WGRTC far FIIYIIL ACCEPTA3�ICE with[a '� �� working days af�ter thr dsk whe� ehe CO1�F1'RAC7' rommmeea �u run as prnrfded ir+ clae Gr.ncral Cendi6oas E1HD OFS�CTfDN ptY DF pOkT WDRTH STAHPARD C4H57k1lCCIDN SP9�7CA770N 110CUh�HTS' DEVEi.OYF]t AWARAiA AI[OiFLT6 OU 42 43�id Trapwil_4APxL Fomi Vppon Mq 17. T014 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work �pe" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Wastewater Mains (all sizes) for Jackson Construction, Ltd. 4/30/2023 new development, rehabilitation, and redevelopment using open cut and trenchless construction methods Water Mains (all sizes) for new Jackson Construction, Ltd. 4/30/2023 development, rehabilitation, and redevelopment using open cut and trenchless construction methods Storm Drain (all sizes) for new Jackson Construction, Ltd. 4/30/2023 development, rehabilitation, and redevelopment using open cut and trenchless construction methods Concrete Pavement Jackson Construction, Ltd. 2/28/2023 Construction/Reconstruction The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, TX 76119 B • re) �.�Troy . Ja � Pr�sident DATE: END OF SECTION aTr oF Foar woerH STANDARD CONSfRUCTiON PREQUALIFICATION STATEMENT— DEVELOPER AWARDEO PRO)ECfS 00 4512_Prequalification Statement 2015_DAP (1).doac Form Version September 1, 2015 00 45 26 -1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 2 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No.103171. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compiiance with 7 worker's compensation coverage. 8 CONTRACTOR: 9 10 Jackson Construction. Ltd _ BY� 11 Company 12 5�12 13 �� Sun Vallev Drive 14 Address 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Fort Worth TX 76119 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT § § Troy L. Jackson Please Print) Signature: Presidertt Title: (Please Print) BEFORE the undersigned authority, on this day personally appeared �`roy L. Jackson , known to me to be the person whose name is subscribed to the foregoing instrument, a ck ple� ed to me that he/she executed the same as the act and deed of ��5��""` for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thi�� day of /TU �w' . 20�' ' Y � �'� �••�. Nicote McCollum � ?�`� p My Commission E� vy;•,�,;� 10l30/2022 �• ID No.1299526A8 �Of� otary Public in and for the State of Texas 36 END OF SECTION CIN OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Keller Crossing Ph 2 City Projed No.103171 005243-] ❑e�eloper Awarded Project Agreement Page 1 of fi 1 �� iI�I�IiI�j.i��3 � AGREEMENT 3 THIS AGREEMENT, authorized on June 1, 2022 is made by and between the Qeveloper, D_R. 4 Horton-Texas, LT�, authorized to do husiness in Texas �"De�elaper"} , and Jackson Constru�tion, 5 LJ authorixed ta do husiness in Texas, acting py and through its duly authorized 6 representative, ("ContraeEar"y. 7 De�eloper and �ontractor, in consideration af the mutual co�enants hereinafter set forth, agree 8 as follows: 4 Article 1. WDRIC 1D Contractor shall complete all Work as specified ar indicated in the Contract �ocuments for the 11 Project identified herein. 12 Article 2. PR�JEGT 13 The proje�t for whi�h the Work under the Cantrart ❑atuments may 6e the whole ❑r anly a part 14 is generally described as follows: 15 KELLER CR0551NG PHASE � 16 Cit Pra'ect No. 1D3171 17 Article 3. C�NTRACT TI ME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 �ocuments are of the essence to this Contract. 21 3.2 Final A�ceptance. 22 The WQrk will be camplete for Final Acceptance within {x� working days after the date 23 when the Contra�t Time �ammences to run as provided in Paragraph 12.fl4 of the 24 5tandard City Canditians af the Construction Cantract fQr De�elaper Awarded Projects. 25 3.3 Liquidated damages 26 Contrartor recagnixes that time is of the essenc� af this Agreement and that ae�eloper 27 will suffer finan�ial aoss if the Work is not �ompleted within the times specified in 28 Paragraph 3.� abo�e, plus any extensian thereof allowed in accordance with Article 1fl 29 of the Standard City Conditions of the Constru�tion Contra�t for De�eloper Awarded 30 Projeets. The Contractor also recognixes the delays, expense and difficulties in�ol�ed in CITY pF FORT WORTH I(eller Crossing Phase 2 STAN�ARO LpNSTRl1GTIpN SPECfFICATIQN I]4CUMENTS —DEVEL�PER AWAROEC] PROJECTS City ProjectlVo. 103171 Revised June 16, 2�16 005243-2 Developer Awarded Project Agreement Page 2 of 6 31 32 33 34 35 36 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer One Thousand Dollars ($1,000.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the 39 Contract Documents an amount in current funds of Two Million Five Hundred Thirty-Ei�ht 40 Thousand Seven Hundred Seventv Ei�ht Dollars and 90 cents ($2,538,778.90). 41 Article 5. CONTRACT DOCUMENTS 42 43 44 45 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (projectspecific) 51 52 b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds � 57 58 59 g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Keller Crossing Phase 2 City Project No. 103171 005243-3 Developer Awarded Project Agreement Page 3 of 6 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. .. 67 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Keller Crossing Phase 2 City Project No. 103171 005243-4 Developer Awarded Project Agreement Page 4 of 6 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed by 80 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 81 this contract. This indemnification provision is specificallv intended to operate and be 82 effective even if it is alle�ed or proven that all or some of the dama�es bein� sou�ht 83 were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv. This 84 indemnity provision is intended to include, without limitation, indemnity for costs, 85 expenses and legal fees incurred by the city in defending against such claims and causes 86 of actions. E� 88 89 90 91 92 93 94 95 .� 6.2 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 alle�ed or proven that all or some of the damages being sought were caused, in whole or in part, bv anv act, omission or negli�ence of the citv. 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised June 16, 2016 �05243-5 Developer Avv'arded ProjetE Agreemen[ Page 5 of 6 lU8 7.4 5e�erabiliCy. 109 Any prn�iSian or part of the Co�tra�t Documents held tp be uncanstitutionai, �oid ar 11D unenforceable 3�y a court of competent jurisdiction shall be deemed stricken, a�d all 111 remaining pro�isions shall can#inue to be va�id and binding upan oEVELOPER and 112 CC3I�TRACTQR. 113 7.5 Go�erning Ldw a�d V�nue. 114 This Agr�em�nt, inciuding all of the Cantract Documents is perfarmable in the State of 115 Texas. Venue shall be Tarrant Caunty, Texas, or the United States District Court for the 116 �lorthern District of 7exas, Fort Warth pivision. 1�.7 118 7.6 Authority to Sign. 119 12� 1Z1 122 123 �.24 �.z� �.z� Cvntractar shall attac� evidence of autharity to sign Agreement, if other tnan duly authorized 5ignatory af the Contractor. IN WITNESS WHEREOf, De�eloper and Contractar have executed #his Agreement in multiple counterparts. This Agreement is effecti�e as of the last date signed by the Parties ("Effective Date") Contractor: 1acicsan Construction, Ltd. De�eloper: p_R. Horton-Texas, LTD ay: �y: , (5ignatu (Signature) Troy L. Jacksan CITY pF FORT WOfiTH 57ANd4RD CONSTRUCTIUN SPECIFICATION ROCl1MENT5 — DRVELQPER AWAR�Ea PRQJECTS Revised June 16, 2016 Kellet Lrnssing PhaSe 2 Clty ProjeC[ No. 1p3171 005243-6 ❑eveloper Awarded Project Agreement Page 6 of 6 (Printed Name} � T-� ..r l..�s 4.,. �-wrc� (Printed Name) Title: Company IVame: Jackson Construction, Ltd. Address: 5112 Sun Valley bri�e City/5tate/Zip: Fort Worth, TX 76119 � - I -�z Da#e 127 Ti#le: �s y� S�C,� ��/' Company name: D.R. Hortan-Texas. LTD Address: 6751 North Freeway City/5tate/Zip: Fort Worth, TX 76131 6- /-�2 Date CITY DF FQRT W6RTM Keller Crossing Phase 2 STANDAR� CONSTRLICTION SPECIFICATlON �OCUMENTS — DEVELOPER AWAROED PR�JECTS City Project No. 103171 Revised June 16, 2016 6 0 00 62 13 - 1 PERFORMANCE BOND Page 1 of 3 Bond #1086230 SECTION 00 6213 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: 1 2 3 4 5 6 7 COUNTY OF TARRANT § 8 That we, Jackson Construction. Ltd. , known as "Principal" herein and 9 The Hanover Insurance Company , a corporate surety(sureties, if mare than 10 onej duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R. Horton-Texas, LTD. authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"j, in the penal sum of, Two Million Five Hundred Thirtv Ei�ht Thousand Seven Hundred Seventv Ei�ht Dollars and 90 cents ($2,538,778.90), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 11 12 13 14 15 16 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA 22-0067: and 19 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 2 day of June , 2022 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Water, Sanitary Sewer, Storm Drain, Paving, Grading and Streets Lights to serve Keller Crossing Phase 2. 21 22 23 24 25 26 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 29 perform the Work, including Change Orders, under the Contract, according to the plans, CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised January 31, 2012 2 June 006213-3 PERFORMANCE BOND Page3of3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 SURETY: The Hanover Insurance Company BY: Signature Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 Daltas, TX 75201 �% ' ^ y� �' � Witness as to Surety MK owley 972-385-9800 Telephone Number: *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Kel�er Crossing Phase 2 City Projed No. 103171 2 June 2 June 006214-3 0 PAYMENT BOND Page 3 of 3 SU RETY: The Hanover insurance Company ATTEST: J' (Surety) Secretary �_ - BY: ' `'/ Signature Jack M Crowley, Attorney in Fact Name and Titte 500 N Akard Street, #4300 Address: � � ; M rowley Witness as to Surety Dallas, TX 75201 Telephone Number: 972-385-9800 1 2 Note: If signed by an officer of the Surety, there must be on file a certified entract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 7 8 The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Keller Crossing Phase 2 City Project No. 103171 2 June 006219-2 MAINTENANCE BOND Page 2 of 4 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"j; and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 9 10 11 12 13 14 Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. 15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CI7Y CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised January 31, 2012 2 June 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 006219-4 MAINTENANCE BOND Page 4 of 4 ATfEST: (Surety) Secretary SURETY: The Hanover Insurance Company BY: Signature Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 Dallas, TX 75201 Wit ss as to �urety , Telephone Number: 972-385"9800 •� � � . Crowley *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 0 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised lanuary 31, 2012 Keller Crossing Phase 2 City Projec[ No. 103171 THE HANOVERINSURANCE COMPANY I MASSACHUSETTS BAY INSURANCE GOMPANY CITIZENS INSURANCE COMPANY OF AMERICA ry wtrc vr H r� vrcrvc r TH15 Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: ThatTH E HANOVER INSURANCE COMPANYand MASSACHUSETTS B,4YINSURANCE COMPANY, both being corporations organizedand existing underthe laws of the State ofi New Hampshire, and CITIZENS INSURANCE COMPANY OFAMERICA, a corporation organized and existing underthe laws of the State of Michigan, (hereinafter individually and collectively the "Company') does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley, Laurie Pflug , and Teuta Luri Of Willis Towers Watson Insurance Services Wesf, Inc of Dallas, TX each individually, if there be more than'one named, as its true and lawful attorney(s)-in- fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all sureiy bonds, recognizances, undertakings, or other surefy obligations. The execution of such surety bonds, recognizances, undertakings orsuretyobligations, in pursuance ofthese presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, thatthis power of attorney limits the acts of those named herein; and they have no authorityto bind the Company except in the manner stated and to the extent ofi any limitation stated below: � Any such obligations in the United States, not to exceed Thirty Five Million and No/100 {$35,000,000} in any single instance That this power is made and executed pursuant to the authority of the foliowing Resolutions passed bythe Board of Directors of said Company, and said Resolutions remain in full force and effect: RE50LVED: Thai the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and alI bonds, recoghizances, contracts of indemnity, waivers of citation and all otherwritings obligatory in the nature thereof, with powerto attach thereto the seal ofthe Company. Any such writings so executed by such Attorneys-in-fact shall be binding upon the Companyas ifthey had been dulyexecuted and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That anyand aIl Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respectthereto, granted and executed by the President or Uce President in conjunction with any Vice President of the Company, shail be binding on the Company to the same extent as if all signatures therein were manualiy a�xed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITN ESS WH EREOF, TH E HANOVER INSU RANCE COMPANY, MASSACH USETiS BAY I NSU RANCE COMPANYand CITIZENS INSU RANC E COMPANY OF AMERICA have caused these presents to be sealed v�rith their respective corporate seals, duly aiiested by iwo Vice Presidents, this 10w day of January, 2020. l'(riE HAi�t1V�fF !�SlJ � c:OtdPAlkt i TSdE ki1�NSa1Y�R 11st�U�.�#b1�7� Ct?lt4PAMY NiR�SAGFlUSE7TS i I lIFiA1�FC� Ct}FlfFkt�11` MFi��HUS�'i� �AY tE+��tiRAN�E CtiAAPP�i`d� G!'FI��T+f� 1t+E�11R/�! @� 1Ji�hNY OF �[�(ERiCA ClTt� N� itda^il3�At�F�E GQNli'ANY OF I3NLERiC� �ce `�'�a :� THE COMMONWEALTH OF MASSACHUSETTS ) COUNNOF WORCESTER ) ss_ r��- � � t��*.>.,��_' _f Kawiseki. Vice President On this 'IO�h day of January, 2Q20 before me came the ahove nained Executive Uce President and Vice President of The Hanovet Insurance Company, Massachuseits Bay Insurance Companyand Citizens lnsurance Company of America, to me personally known to bethe individua�s and o�cers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Comparry, Massachusetts Bay insurance Company and Citizens Insurance Company of America, respecfively, and ihatthe said corporate seals and their signatures as o�cers were duly affixed and subscribed to said instrument by the authority and direction of said Cor�orat�ons. , � �1d�i.EEiU Y. 5#�Cf{3S t t+3otafY Pubiia ��CDh5N0��7ii 0� MAS; ACiik1SE1TS �+Iy Cnmmiss�on Expires JunE t5. 2023 /. Ar7�en V• Sim�ns, t�otary u�c 14iy Cammission Expires June 95, 2�23 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, find do herebyfurther certify that the said Powars of Aftorney are stili in force and effect. GIVEN under my hand and the seais ofi said Companies, at Worcester, Massachusetts, this day of CERTIEIED Cl7PX r� < �y� �1,0MaVER 1{+iSURAhC� 60h7PA[4Y 147A A1CHE1$E i7S BA'f lNSURAI+lCE COR7PANY iZ idS EM$Ul3ANC� �9MPANY ('aF ATVfERlCA �� %�� `—=`�' �• -�arrickA. �Hiigh, .. stdent � Hanover Insurance Group� The Hanover Insurance Company � 440 Lincoln Stree� Worcester, MA 01653 Gtizens Insurance Company of America � 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE io obtain information or make a complaint: You may call The Hanover Insura.nce Company/Citizens Insurance Company of America's toll-free telephone number for information or io make a complaint at: 1-800-6�8-8141 AVISO IMPORTANTE Para obtener informacion o para som�ter una queja.: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance CompanylCitizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 You may also write to The Hanover insurance Company/ Usted tambien puede escr�bir a The N�ro�re� lnsura.n�� Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 You may contact the iexas Department of. Insurance to obtain information on companies, coverages, rights or complaints at: °I-800-252 3439 You may write the Texas Depattment of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httpJ/vvwwtdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute conceming your premium or about a claim you should contact the agent ar the com- pany first. If the dispute is not resolved, you may conta.ct the Texas Department of Insurance. ATTACH THIS N�TICE TO YOUR POLICY: This notice is for information only and does not become a paNt or con- dition of the attached document. 440 Lincoln Street Worcester, MA 01615 Puede comunica�se con el Departamento de Seguros de Texas para obtener informacion acerca. de companias, cober�uras, derechos o quejas al: 1-�OQ 252 3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.bc.u� DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI}, UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. -IB1-1457 (5/1�j � � 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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 Standard City Conditions Of The Construction Contract For Developer Awarded Projects 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. 011100-1 DAP SUMMARY OF WORK Page 1 of 3 1 2 3 PART1- GENERAL SECTION Ol 11 00 SUMMARY OF WORK 4 11 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 Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifcally 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 Keller Crossing Ph 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103171 Revised December 20, 2012 O1 11 00-2 DAP 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 � 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 Keller Crossing Ph 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103171 Revised December 20, 2012 011100-3 DAP 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] 7 111 FIELD [SITE] CONDITIONS [NOT USED] 8 112 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 Keller Crossing Ph 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103171 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of4 SECTION O1 25 00 SUBSTITUTION PROCEDURES PART1- GENERAL 11 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance ofproposed 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 proj ects 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 Rej ection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED] 112 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above proj ect: SECTION Proposed Substitution: Reason for Substitution: PARAGRAPH SPECIFIED ITEM Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Rej ected Date CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION O1 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. 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 Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 O1 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives £ 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. s. 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 Coordinarion with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013119-3 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 O1 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION O1 32 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the viciniry of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 O1 32 33 - 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART1- GENERAL 11 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 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 L Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f j 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1 1 11 1: : 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 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. Certiiication Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/z inches x 11 inches to 8'/z inches x l linches. 2. Bind shop drawings and product data sheets together. 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names oi a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 1 l. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections ofmanufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for a11 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the Ciry 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 wi11 have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Wark 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. [� � ��►a CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 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 reseroes 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Proj ect. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised August 30, 2013 013513-1 DAP SPECiAL PROJECT PROCEDURES Page 1 of 7 1 2 3 PART1- GENERAL 4 11 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 O1 35 13 - 2 DAP SPECiAL PROJECT PROCEDURES Page 2 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 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 2 3 � 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 013513-3 DAP SPECiAL PROJECT PROCEDURES Page 3 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 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name ofProject b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. 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 as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 O1 35 13 - 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 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 c. d. e. f. 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 A sample of the temporary water seroice interruption notifcation is attached as Exhibit B. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. 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. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates £ 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 slurty. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 O1 35 13 - 5 DAP SPECiAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 110 FIELD [SITE] CONDITIONS [NOT USED] 8 111 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 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 O1 35 13 - 6 DAP SPECiAL PROJECT PROCEDURES Page 6 of 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: I THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 O1 35 13 - 7 DAP SPECiAL PROJECT PROCEDURES Page 7 of 7 1 2 EXHIBIT B FORT WORTH � DOE I'!O. XXXX Project llame: I�tOTICE OF TEMPORAI�Y WATER SERVICE INTERRLiP?IOI�I DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS PO5SIBLE. THANK YOU, CONTRACTOR 3 4 CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised August, 30, 2013 014523 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 11 SUMMARY A. Section Includes: L Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the %rst Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the Ciry, 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised March 20, 2020 014523 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perfortn 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] 112 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. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of4 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 11 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. ]) 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 Wark. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 weekbefore water for construction is desired CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised JiJLY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by Ciry'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 seroice 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 Proj ect 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised JiJLY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities L Maintain all temporary facilities for duration of construction activities as needed. 3S [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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised JiJLY 1, 2011 O1 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised JiJLY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 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 A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 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 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. ?. 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 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 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 Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised July 1, 2011 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section O1 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised July 1, 2011 015813-1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 11 SUMMARY A. Section Includes: L Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 015813-2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 015813-3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised far DAP application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 o i 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART1- 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 Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apps.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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised March 20, 2020 o i 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised March 20, 2020 oi6600-i DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of4 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 oi6600-a DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Speciiications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 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 far DAP application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 oi�000-i DAP MOBILIZATION AND REMOBILIZATION Page 1 of4 SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 11 SUMMARY A. Section Includes: 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 ar temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Wark. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 oi�000-a 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 017000-3 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 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations far Miscellaneous Projects a. Measurement 1) Measurement for this Item sha11 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 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 far DAP application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION O1 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item sha11 be paid for at the lump sum price bid for "Construction Staking". 2) Payment far "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Veriiication of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As-Built Survey". CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. 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 sha11 include staking easements and/or right of way if indicated on the plans. 4. Survey "Fie1d Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (ficl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section O1 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut-Sheets" conforming to the standard template provided by the City (refer to O1 71 2316A1— Attachment A— Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the wark (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 iinal inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 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. 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 2501inear 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-graviry 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 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as-built suroey 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.) fl Air Release valves (Manhole rim and vent pipe) g) Blow ofFvalves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CSV file (.csv), formatted with X and Y coordinates in separate colu�nns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original proj ect control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 31 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .O.lft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than O.OSft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Verticallocations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 Ol 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractar shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 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] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 O17423-1 DAP CLEANING Page 1 of 4 SECTION O1 74 23 CLEANING PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule fnal cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the Ciry, 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 L 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 Ol 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised far DAP application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103171 Revised Apri17, 2014 oi��i9-i DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION O1 77 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 11 SUMMARY A. Section Includes: L The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Afiidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 oi �� i9 - a DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section O1 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection, perform fnal 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 Ciry, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised far DAP application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION O1 78 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 11 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the proj ect site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8'/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title ofProject b) Identiry of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions far inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life ofparts 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 Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: L Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.S.A.1— ritle of secrion removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Keller Crossing Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103171 Revised Apri17, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Keller Crossing Phase 2 City Project No. 103171 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Keller Crossing Phase 2 City Project No. 103171 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Keller Crossing Phase 2 City Project No. 103171 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Keller Crossing Phase 2 City Project No. 103171 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application � � � GEOTECHNICAL EXPLORATION KELLER CROSSING NWC Keller-Hicks Road and Katy Road Fort Worth, Texas ALPHA Report No. W 192982 January 22, 2020 Prepared for: D.R. HORTON 6751 North Freeway, Building A Fort Worth, Texas 76131 Attention: Mr. Hunter Vick Prepared By: ALPiIA �TE�TIN� � WNERE IT ikll 4EGIHS A L P H A�r T E S T I N� Gcaleclri�ic•a! .5d581�i'tr,sJv Cr•ee,( Itocrr! T'e1: 817-�196-560C1 � Cw►slrurlro�� Alulerrrds Fw•! �I`nrNr, Te.ras 76119 Fa..•; 817-�F9G-5bOS E��rirolii�lelilral iv�vai�.alplaaleslrtag. conr �ilrf��R� IT ALL BE6IHS TBPEFir�irNn.81.3 January 22, 202�] D.R. Ho�•t4n �75] Nnrtfi Preeway, Quilding A Fort Woi•t11, Texas 76] 31 Aitenti�n: Mr. F Iuntcr Vicic Re: Geotechrticall�xplo�•aticm Keller CrQssi�tg NWC' l�.eller-Hicics Road and Katy Road Forl W rarth, Texas ALPI IA F�epoc-t No. W 192482 Aitach�c� is thc repnrt of�the geotechnical explaratian perforined for [he }�raject referen�ed abo�e. Tkzis study was authac•ized hy Mr. Benjamin M. Claz'Ic nn October ! 4, 2�] 9 and pe��For�ned in a�cordance with III,�'HA Pz-��osal Na. 73787 dated (]ctober 1 1, 2419. T'his re}�ort contains results of field ex�laraiio��s and lahoratory testing and an engineering inte3-pretation of tl�ese witf� a�espect to a�ailalale project characteristics. �ihe results and analysos werc used to cie�elop re�ammcndatians ta aid design anci �nnstru�iion oF residenkial P�uzid�tians. ALPI3A TrSTTNC'r, INC. a�.�preciates tfae oppat�luni�y ta be of se�-vice c�n this pro�ect. If we �an be of fuc�thet• assistance, stich as pt•o�iding materials testirsg ser�ices durin� co�astR'uction, please contacL our of�ce. Sincerely, ALPHA TESTING, INC. ...:��=� �� 7.``qi�4 = �,��„� ..... Fi-,��' �� ,� � . �r�� . * �dl � � �� ...:•.: �:, r.. . MA�K 1.�. Ulu1[!1V `�,�� :....c�3��i(,...,.�.. � �� .��.' �� p•' �r,, � � �, r !�� ,� •crfVa ,�ti ��i1✓"t �V �}`� � �I�.'•� ��L!Ill:`��; �� ' '•� Jasiifary 2�,.2fl20 1-' Kimberly Fy['fe Geoteclinical Project Mana�;e3- Maric L. McI{ay, P. Dire�tt��• of Geotec�i. ML.MIICLFIkI f Capies: (i-PUF} Ciient � � � TABLE OF CONTENTS ALPHA REPORT NO. W192982 1.0 PURPOSE AND SCOPE .................................................................................................... 1 2.0 PROJECT CHARACTERISTICS ...................................................................................... 1 3.0 FIELD EXPLORATION .................................................................................................... 2 4.0 LABORATORY TESTS .................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2 6.0 DESIGN Recommendations ............................................................................................... 3 6.1 Existing Fill ............................................................................................................. 3 6.2 Slab-on-Grade Foundations .................................................................................... 3 6.2.1 Subgrade Improvement Using Moisture Conditioning in Zone IL............ 5 6.3 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade .................... 6 6.4 Drainage and Other Considerations ........................................................................ 6 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7 7.1 Site Preparation and Grading .................................................................................. 8 7.2 Foundation Excavations .......................................................................................... 9 7.3 Fill Compaction ...................................................................................................... 9 7.4 Utilities ..................................................................................................................10 7.5 Groundwater ......................................................................................................... 11 8.0 LIMITATIONS .................................................................................................................11 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Swell Test Results — Figure 2 Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W 192982 1.0 PURPOSE AND SCOPE � � � The purpose of this geotechnical exploration is for ALPHA TESTING, INC. ("ALPHA") to evaluate for D.R. Horton (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subj ect site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and laboratory tests performed on representative samples. In addition, results of a Preliminary Geotechnical Exploration performed at the site (ALPHA Report No. W 191618 dated August 26, 2019) were reviewed as part of this current study. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed 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 fully define the variability of subsurface materials and conditions that are present on the site. 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 proposed to develop a residential subdivision (Keller Crossing) on a 44.13-acre tract of land located on the northwest corner of Keller-Hicks Road and Katy Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time of the field exploration, the site generally consisted of undeveloped land with some scattered trees. Review of historical aerial photography available from Google EarthOO indicates stockpiling of fill and some grading activities occurred in the eastern half of the site. Rock piles were observed in the vicinity of Borings 11, 12, 18, 19, 23, 25, 26, 27, 31, 32 and 33. No information regarding previous development on the site was provided to us. Preliminary grading plans prepared by Peloton Land Solutions (Project No. DRH19003, Sheets 14 through 17 dated January 2020) indicate the site has variable topography that slopes toward a creek, with maximum grade changes of up to about 24 ft(approximate elevation 718 ft to 694 ft). These grading plans also indicate cuts of up to 7 ft and fills of up to 8 ft will be required to achieve final grade in the building pad areas. ALPHA Report No. W 192982 � � � Present plans provide for the construction of new residential buildings. The new structures are expected to create light loads to be carried by the foundations. It is also anticipated the new structures will be supported using post-tensioned slab-on-grade foundations designed far potential seasonal 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 33 test borings to a depth of about 20 ft each. The borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, 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 the Log of Boring sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for residential foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented either on the Log of Boring sheets or on summary data sheets also enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the site lies within the Grayson Marl and Main Street Limestone formation, mapped as undivided. This formation generally consists of interbedded marl (limey shale) and limestone. Residual soils associated with this formation generally consist of clay soils with moderate to very high shrink-swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about 9 ft to 17 ft below the ground surface underlain by limestone to the 20 ft termination depth. Clay was encountered in Barings 4, 11, 12, 18, 19, 25, 26, 27 and 33 which extended to the 20 ft termination depths. The upper 2 ft of Borings 10, 11, 12, 16, 17, 18, 19, 23, 24, 25, 26, 31 and 32 and the upper 4 ft of Borings 27 and 33 were visually classified as fill. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the materials encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. 2 ALPHA Report No. W 192982 � � � Free groundwater was not encountered in the borings. However, it is common to encounter seasonal groundwater in fill material, from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the boring logs provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following design recommendations were evaluated based on final grades as indicated on the referenced grading plans. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be provided with final grading plans prior to construction to verify appropriate design parameters are utilized for final foundation design. 6.1 Existing Fill Review of historical aerial photography available from Google EarthOO indicates stockpiling of fill and some grading activities occurred in the eastern half of the site. Rock piles were observed in the vicinity of Borings 11, 12, 18, 19, 23, 25, 26, 27, 31, 32 and 33. If fill compactions are not available for fill on the site, any fill encountered should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of slab foundations due to the risk of under-compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered fill as recommended in Section 6.2 or Section 7.3 as applicable. The excavated materials may be suitable for reuse as engineered fill provided they are free of organics, boulders, rubble, and other debris. The lateral extent, depth and nature of the fill are unknown. Test pits could be used to further evaluate these characteristics of existing fill. ALPHA would be pleased to perform these services if desired. 6.2 Slab-on-Grade Foundations Slab-on-grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade beams bearing on undisturbed cuts in native clay, on limestone, on fill placed as recommended in Section 7.3 ar on moisture improved soil placed as recommended in Section 6.2.1. Grade beams should bear a minimum depth of 12 inches below final grade and should have a minimum width of 10 inches considering the recommended bearing capacity. 3 ALPHA Report No. W 192982 � � � To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post- tensioned reinforcement). It 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 placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the labaratory tests reveal variations in highly expansive clay thickness and eXpansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab-on-grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I and II and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A. TABLE A Estimated Potential Seasonal Movements and Recommended Subgrade Improvement ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO ZONE MOVEMENT, REDUCE MOVEMENTS TO 4'/Z INCHES INCHES Place all Fill as Moisture-Conditioned Soil I Up to 4'/z* and Cover with Plastic Sheeting no later than April 1, 2020* 5 ft of Moisture Conditioning, Cover with II Up to 7* Plastic Sheeting no later than April 1, 2020* *Note: The potential movements and recommended improvement procedures are based on current relatively moist soil conditions. As such, grading operations and placement of plastic sheeting should occur no later than April 1, 2020. If the soils are allowed to dry, potential movements could exceed those listed above. We should be contacted if grading operations can not be com leted b A ril l, 2020 to re-evaluate these recommendations. Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of 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 estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off-site locations. 4 ALPHA Report No. W 192982 � � � Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 45 or less. If the plasticity index of material used to raise the grade is higher than 45, potential movements could be higher than our estimates. Potential movements for slab foundations in Zone I are currently at about 4'/z inches based on current relatively moist soil conditions and provided that all fill placed to raise site grades consists of moisture-conditioned soils that are then covered with an impermeable plastic barrier (polyethylene sheeting). Potential movements estimated for slab foundations in Zone II(see Figure 1 for delineation of Zones) are considered outside normal design tolerances. Movement of slab foundations in Zone II could be reduced to not more than 4'/z inches if the upper 5 ft of on- site soils and/or new fill below final grade are moisture conditioned and then covered with an impermeable plastic barrier (polyethylene sheeting). Moisture conditioning recommendations are provided in Section 6.2.1. Considering most of the moisture conditioned soil will be required to raise the grade, water pressure injection is not considered practical for this project. Our office should be contacted if recommendations for water pressure injection are desired. In choosing moisture conditioning as a method of slab movement reduction, the Client is accepting some post construction movement of slabs (about 4'/z inches). Therefore, the Client understands and acknowledges that in the geographical region covered by this report, a potential movement of 4'/z inches is considered a reasonable compromise between foundation design and construction cost and the amount of allowable movement of the foundation. Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed within the building pad designated on the referenced project grading plans. The purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation, and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, ALPHA should be contacted for additional design recommendations. 6.2.1 Sub�rade Improvement Usin� Moisture Conditionin� in Zone II Estimated potential movements of slab foundations Zone I will be about 4'/z inches provided all fill used to raise site grades consists of moisture-conditioned soils. Estimated potential movements of slab foundations in Zone II could be reduced to about 4'/z inches by moisture-conditioning the uppermost 5 ft of on-site andlor fill soils below final grade as recommended in Table A. It is not required to over-excavate limestone, if encountered, to install moisture conditioned soiL Moisture-conditioning and placement of plastic sheeting should occur no later than April 1, 2020. ALPHA Report No. W 192982 � � � Moisture-conditioning consists of over-excavating (where necessary) and/or filling with on-site soil that is compacted at a"target" moisture content at least 5 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). Soils with relatively lower plasticity indexes may need to be placed at a moisture content closer to optimum. Alpha should evaluate and approve any soils where there is a deviation from the minimum 5 percentage points above optimum. The moisture-conditioned soil should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density. Moisture-conditioning with on-site soil should extend throughout the entire building pad area and at least 5 ft beyond the perimeter of the designated building pad (as indicated on the referenced project grading plans). The purpose of moisture-conditioning is to reduce the free swell of the moisture- conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify that the "target" moisture content for moisture-conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. Moisture conditioning should be observed and tested on a full time basis by a representative of ALPHA to verify the moisture conditioned clays are placed with the proper lift thickness, moisture content, and density. 6.3 Post-Tensionin� Institute, Desi�n of Post-Tensioned Slab-on-Grade Table B contains information for design of the post-tensioned, slab-on-grade foundations. Design parameters 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 Geostructural Tool Kit, Inc. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 4'/z inches After Subgrade Improvement Recommended in Section 6.2 Edge Lift Center Lift Edge Moisture Distance (em), ft 4.3 8.7 Differential Soil Movement (ym), inches 2.2 (swell) 1.6 (Shrink) 6.4 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures 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 minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. 6 ALPHA Report No. W 192982 � � � In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flatwork is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 ft from the completed structures. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. • The root systems from existing or recently removed trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near-maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with at-grade slabs (including but not limited to foundations, driveways, porches, patios, and sidewalks) should be removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should be backfilled with engineered fill as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structure. 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. ALPHA Report No. W 192982 � � � Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Gradin� Review of historical aerial photography available from Google Earth RO indicates stockpiling of fill and some grading activities occurred in the eastern half of the site. Rock piles were observed in the vicinity of Borings 11, 12, 18, 19, 23, 25, 26, 27, 31, 32 and 33. Existing fill materials can contain organics, boulders, rubble, and other debris which could be encountered during site grading and general excavation. The earthwork and excavation contracts should contain provision for removal of unsuitable materials in the existing fi1L Test pit excavations performed prior to construction can be used to evaluate the depth, extent and composition of existing fill at this site. ALPHA would be pleased to provide this service if desired. All areas supporting slab foundations, flatwork or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof-rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well-compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 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 width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 73, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavement or placing other deep fills. ALPHA Report No. W 192982 � � � Slope stability analysis of embankments (natural ar constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the eXcavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Compaction The following are recommendations pertaining to general fill compaction. Moisture conditioned soil should conform to the recommendations provided in Section 6.2. Clay, sandy clay and shaly clay 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 density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay and sandy clay with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. 9 ALPHA Report No. W 192982 � � � Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Processed limestone 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 not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, 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 of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. In cases where mass fills are more than 10 ft deep, the filUbackf'ill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill 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. Field density and moisture content tests should be performed on each lift. 7.4 Utilities In cases where utility lines are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility 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 protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching ar various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. l0 ALPHA Report No. W 192982 7.5 Groundwater � � � Groundwater was not encountered in the borings. However, from our experience, shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for pavement, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. Also, the risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No 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 written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. 11 ALPHA Report No. W 192982 � � � Recommendations provided in this report are based on our understanding of information provided 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 materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 12 ALPHA Report No. W 192982 A-1 METHODS OF FIELD EXPLORATION � � � Using standard rotary drilling equipment, a total of 33 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit 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 test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials 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 from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in-place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, ALPHA TESTING, INC. has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. BORING LOCATION PLAN GEOTECHNICAL EXPLORATION KELLER CROSSING NWC KELLER-HICKS ROAD AND KATY ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W192982 FIGURE 1 KELLER-HICKS ROAD KATY ROAD B-33 B-32 B-9 B-8 B-7 B-6 B-5 B-4 B-3 B-2 B-1 B-10 B-31 P-8 P-7 P-6 P-5 P-4 P-2 P-3 P-1 B-20 B-19B-18 B-17 B-16B-15B-14 B-12 B-13 B-11 B-30B-29B-28 B-27B-26B-25B-24B-22 B-23B-21 I I I I I I I I I II II I II I I I I II I I I I II II II II II IIII II II IIII II II III I I I I I I I KELLER-HICKS ROAD KATY ROAD B-33 B-32 B-9 B-8 B-7 B-6 B-5 B-4 B-3 B-2 B-1 B-10 B-31 P-8 P-7 P-6 P-5 P-4 P-2 P-3 P-1 B-20 B-19B-18 B-17 B-16B-15B-14 B-12 B-13 B-11 B-30B-29B-28 B-27B-26B-25B-24B-22 B-23B-21 I I I I I I I I I II II I II I I I I II I I I I II II II II II IIII II II IIII II II III I I I I I I I N APPROXIMATE BORING LOCATION APPROXIMATE PRELIMINARY BORING LOCATION (W191618) ZONE II I ZONE I II PLACE ALL FILL AS MOISTURE-CONDITIONED SOIL AND COVER WITH WITH PLASTIC SHEETING NO LATER THAN APRIL 1, 2020* 5 FT OF MOISTURE CONDITIONING, COVER WITH WITH PLASTIC SHEETING NO LATER THAN APRIL 1, 2020* ALPHA Report No. W 192982 B-1 METHODS OF LABORATORY TESTING � � � Representative samples were evaluated and classified by a qualified 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, 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 2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate the soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the Swell Test Data sheet, Figure 2 included in this Appendix. Boring Sample Pressure No. Depth (ft) (psf, vert.) 1 9 1125 2 3 375 3 7 875 5 5 625 8 5 625 9 7 875 10 9 1125 11 5 625 11 14 1750 12 3 375 13 5 625 14 5 625 15 5 625 17 5 625 18 9 1125 19 7 875 19 14 1750 20 5 625 21 9 1125 22 9 1125 SWELL TEST RESULTS W192982 - Keller Crossing NWC Keller-Hicks Road and Katv Material Description Tan CLAY Dark Brown CLAY Tan CLAY Dark Brown CLAY Light Brown CLAY Tan CLAY Brown and Tan CLAY Dark Brown CLAY Tan SHALY CLAY Dark Brown CLAY Dark Brown CLAY Light Brown CLAY Dark Brown CLAY Brown CLAY Tan SHALY CLAY Tan CLAY Tan and Gray SHALY CLAY Dark Brown CLAY Tan CLAY Tan CLAY Road. Fort Worth. Texas Liquid Limit 34 64 47 68 69 48 63 59 53 56 53 67 65 60 75 51 62 59 46 41 Plastic Limit 16 21 20 21 21 17 21 20 20 20 20 21 21 18 26 18 23 20 19 20 !. � Plasticity Index 18 43 27 47 48 31 42 39 33 36 33 46 44 42 49 33 39 39 27 21 Initial Final Moisture Moisture 17% 17% 27% 31% 20% 21% 29% 30% 18% 24% 19% 22% 25% 27% 19% 21% 23% 26% 25% 27% 26% 27% 19% 21% 23% 24% 16% 21% 23% 26% 16% 27% 22% 26% 26% 25% 16% 21% 18% 26% FIGURE 2A Free Swell 0.0% 0.9% 0.0% 0.1 % 4.5% 0.0% 0.7% 0.5% 0.9% 0.1 % 0.0% 0.3% 0.5% 0.0% 1.9% 5.1 % 1.6% 0.3% 2.7% 3.2% A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: � � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 1.5 31 1.75 25 4.0 Light Brown CLAY 5 2.5 27 62 21 41 2.5 26 8.0 �"'T� Tan CLAY ,, , %�/ 4.5+ 14 34 16 18 0.0 10 /� ,/ , ii ' 11.0 Gray LIMESTONE with shale seams 100/ 15 4�� 100/ 20 20.0 0.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: z � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 1.25 27 2.0 27 64 21 43 0.9 5 1.5 32 6.0 Light Brown CLAY 4.5+ 18 4.0 21 10 11.0 Gray LIMESTONE with shale seams 100/ 15 4�� 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 3 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 1.0 25 1.25 18 5 2.25 0.8 93 21 6.0 %�" Tan CLAY �� 2.25 30 47 20 27 0.0 / / 3.0 16 10 � ' 10.0 Gray LIMESTONE with shale seams 100/ 15 4�� 100/ 20 20.0 3�� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 4 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.0 25 2.75 1.2 100 24 4.0 Brown GRAVELLY CLAY 5 4.5+ 12 59 21 38 6.0 %� � Tan CLAY ,'� 4.5+ 15 % /�; 8.0 Tan SHALY CLAY 4.5+ 19 10 4.5+ 17 15 18.0 �� % Gray SHALY CLAY ,. ,,. ,:�� 20 /, 20.0 9p/ 4.5+ 14 40 18 22 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 5 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 16 1.25 18 5 1.5 29 68 21 47 0.1 4.25 15 8.0 Light Brown CLAY 4.0 18 10 10.0 Gray LIMESTONE with shale seams 100/ 15 6�� 100/ 20 20.0 2 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 6 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.0 20 2.0 24 37 16 21 5 2.0 23 3.5 21 10 10.0 ; ,/ Tan CLAY '� / ' j� � 13.0 Gray LIMESTONE with shale seams 100/ 15 5� 100/ 20 20.0 3.5" 1.75 19 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: ' � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.25 25 1.5 18 5 2.25 21 32 15 17 3.0 23 3.0 2.1 105 23 10 13.0 Gray LIMESTONE with shale seams 100/ 15 7.5" 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 8 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.0 22 2.0 Light Brown CLAY 2.5 29 5 4.5+ 18 69 21 48 4.5 4.5+ 24 8.0 Tan CLAY 4.5+ 15 50 17 33 10 13.0 Gray LIMESTONE with shale seams 100/ 15 3�� 100/ 20 20.0 0.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: g � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 3.0 24 2.0 23 4.0 Brown CLAY 5 2.5 24 6.0 %�" Tan CLAY /: �� 4.0 19 48 17 31 0.0 / / 4.25 16 10 �% ��/ 11.0 Tan LIMESTONE with clay seams and layers 100/ 15 1.5" 17.0 Gray LIMESTONE with shale seams 100/ 20 20.0 � �� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd. BORiN� No.: � o � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Tan and Gray SANDY CLAY - FILL 2.75 18 36 14 22 2.0 Dark Brown CLAY 2.25 26 5 4.5+ 21 6.0 Brown and Tan CLAY 3.25 23 3.75 23 63 21 42 0.7 10 13.0 Tan SHALY CLAY 4.5+ 14 15 15.0 Tan LIMESTONE with clay seams and layers 100/ 14 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: � � � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown and Brown CLAY - FILL 2.25 25 56 20 36 2.0 Dark Brown CLAY 2.5 20 5 4.5+ 19 59 20 39 0.5 6.0 Brown and Tan CLAY 4.5 20 8.0 Tan SHALY CLAY 4.5+ 17 10 4.5+ 23 53 20 33 0.9 15 18.0 Gray SHALY CLAY 100/ 20 20.0 6�� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � z � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/25/2019 End Date: 11/25/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown and Brown CLAY - FILL 3.0 21 2.0 Dark Brown CLAY 2.5 25 56 20 36 0.1 5 2.75 22 6.0 Tan CLAY 3.75 19 59 21 38 8.0 Tan SHALY CLAY 4.5+ 19 10 4.5+ 16 15 4.5+ 14 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � 3 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 3.0 26 2.25 22 5 2.75 26 53 20 33 0.0 4.5 21 8.0 Tan CLAY 3.0 21 10 11.0 Gray LIMESTONE with shale seams 100/ 15 4.5" 100/ 20 20.0 3�� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � 4 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown CLAY 1.75 25 50 19 31 2.0 Light Brown CLAY 3.5 23 5 4.5 20 67 21 46 0.3 6.0 Tan CLAY 4.5+ 17 4.5 20 56 22 34 10 12.0 Gray LIMESTONE with shale seams 100/ 15 3.5" 100/ 20 20.0 1.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � 5 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.0 25 2.25 23 5 3.5 22 65 21 44 0.5 3.5 19 8.0 Tan CLAY 3.0 22 10 12.0 Gray LIMESTONE with shale seams 100/ 15 3�� 100/ 20 20.0 2 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � 6 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown and Tan SANDY CLAY - FILL 20 57 20 37 2.0 Dark Brown CLAY 2.25 25 5 4.5+ 3.0 107 19 3.0 25 8.0 �%� Tan and Gray GRAVELLY CLAY , ��" 4.5+ 15 38 16 22 �, 10 � " �� / / 13.0 Tan LIMESTONE with clay seams and layers 15 8p� 11 17.0 Gray LIMESTONE with shale seams 100/ 20 20.0 2 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: �' � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown and Gray SANDY CLAY - FILL 2.0 20 39 16 23 2.0 Brown CLAY 4.5 22 5 4.5+ 15 60 18 42 0.0 6.0 Tan and Brown CLAY 4.5+ 13 54 16 38 8.0 Tan SHALY CLAY 4.5+ 18 10 4.5+ 22 15 16.0 Tan LIMESTONE with clay seams and layers 100/ � 2 20 20.0 2 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � 8 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/25/2019 End Date: 11/25/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown and Brown CLAY - FILL 1.5 21 2.0 Dark Brown CLAY 4.25 17 5 4.5+ 11 61 20 41 6.0 Tan CLAY 4.5+ 6.2 118 14 8.0 Tan SHALY CLAY 4.5+ 19 75 26 49 1.9 10 4.5+ 21 51 22 29 15 4.5+ 17 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8 B�sh �YeekRd BOR�"� "o.: � g � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown and Brown CLAY with gravel - FILL 2.5 15 33 16 17 2.0 Brown CLAY 2.75 19 5 4.5+ 16 6.0 Tan CLAY 4.5 16 51 18 33 5.1 4.5 22 10 12.0 Tan and Gray SHALY CLAY 4.5+ 22 62 23 39 1.6 15 4.5+ 17 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd. BORiN� No.: �o � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 1.5 29 1.75 26 5 2.5 24 59 20 39 0.3 6.0 Tan CLAY 4.5+ 7 2.25 25 10 11.0 Gray LIMESTONE with shale seams 100/ 15 3�� 100/ 20 20.0 3�� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 21 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.25 25 2.5 8.7 95 27 5 2.25 26 6.0 Light Brown CLAY 4.25 21 60 21 39 8.0 � %� Tan CLAY , ��" 4.5+ 12 46 19 27 2.7 �, 10 � " �� / / 13.0 Gray LIMESTONE with shale seams 100/ 15 3.5" 100/ 20 20.0 1.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 22 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 2.0 26 1.5 31 60 19 41 5 4.5 21 2.0 27 8.0 �"'T� Tan CLAY ,, , %�/ 4.25 18 41 20 21 3.2 10 /� ,/ , ii ' 11.0 Tan LIMESTONE with clay seams and layers 100/ 15 3.5" 18.0 Gray LIMESTONE with shale seams 100/ 20 20.0 2.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: �3 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/20/2019 End Date: 11/20/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown SANDY CLAY with gravel - FILL 13 33 18 15 2.0 Dark Brown CLAY 2.25 24 5 2.5 19 6.0 Tan and Brown CLAY 4.5+ 20 4.5+ 18 10 13.0 Tan SHALY CLAY ;� 4.5+ 16 37 17 20 0.0 15 ,'r', 15.0 Gray LIMESTONE with shale seams 100/ 20 20.0 I 5' TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: �4 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown and Gray CLAY - FILL 3.5 21 46 18 28 2.0 Brown CLAY 4.0 23 4.0 Tan CLAY 5 4.5+ 17 39 20 19 - with calcareous deposits and gravel from 4 ftto6ft 4.5+ 13 53 19 34 1.1 4.5+ 19 10 12.0 Tan SHALY CLAY 4.5+ 17 15 16.0 Tan LIMESTONE with clay seams and layers 18.0 Gray LIMESTONE with shale seams 100/ 20 20.0 I 3.75„ 12 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 25 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown and Gray CLAY - FILL 3.75 23 52 18 34 2.0 Dark Brown CLAY 3.75 27 76 24 52 4.0 Brown CLAY 5 4.5+ 16 6.0 %�" Tan SHALY CLAY �� 4.5+ 15 / / 4.5+ 19 46 19 27 1.7 10 �% j; / � /4.5+ 23 15 � / / j / 4.5+ 16 20 � ,'r 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 26 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Light Brown and Brown CLAY - FILL 2.75 20 2.0 Brown CLAY 2.5 25 67 21 46 5 4.5+ 17 6.0 Tan and Gray CLAY 4.5+ 18 4.25 24 61 22 39 3.5 10 13.0 Tannish Gray SHALY CLAY 4.5+ 21 62 22 40 0.8 15 4.5+ 17 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 27 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Light Brown and Brown CLAY - FILL 3.0 19 2.0 17 4.0 Dark Brown CLAY 5 4.5+ 24 4.5+ 20 70 24 46 3.0 24 10 11.0 Tan SHALY CLAY 4.5+ 23 15 4.5+ 22 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 28 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION �% % Dark Brown CLAY �j 1.5 31 / r' :i ' 'r 1.5 30 � , �� 5 i � 3.0 24 .� � 'i,% 3.0 23 46 20 26 � ' � ��. r � : 8.0 Tan CLAY 4.5+ 15 62 20 42 0.4 10 13.0 Tan LIMESTONE with clay seams and layers 100/ 15 5� 18.0 Gray LIMESTONE with shale seams 100/ 20 20.0 1.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 29 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION ' �i :% Dark Brown CLAY f'i 4.5+ 20 / � 1.5 32 46 19 27 0.5 � 5 I� 3.25 1.0 93 30 /, : , .' � 4.5+ 21 ,/ � / 1.5 32 10 / � / 11.0 Tan LIMESTONE with clay seams and layers 15 16.0 Gray LIMESTONE with shale seams 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd. BORiN� No.: 30 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 1/2/2020 End Date: 1/2/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 1.25 30 2.25 29 5 4.5+ 23 4.5+ 18 8.0 T�' � Light Brown CLAY �.., ,. 4.5+ 17 47 20 27 '� 9.0 Tan LIMESTONE with clay seams and layers 10 100/ 15 5� 19.0 Gray LIMESTONE with shale seams 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 3� � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown CLAY - FILL 3.0 25 3.5 26 61 23 38 4.0 Brown CLAY 5 4.5+ 2.0 112 16 4.5+ 18 62 21 41 8.0 Tan SHALY CLAY 4.5+ 21 52 19 33 10 4.5+ 9 15 15.0 Gray LIMESTONE with shale seams 100/ 20 20.0 1.25" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 3z � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Brown and Light Brown CLAY - FILL 1.75 28 60 20 40 2.0 Brown CLAY 1.75 29 5 3.5 23 6.0 Tan CLAY 4.5+ 17 61 20 41 4.5+ 21 10 4.5+ 17 43 19 24 15 17.0 Gray LIMESTONE with shale seams 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G S0S8B�sh �YeekRd BOR�"� "o.: 33 � For�t Wor�th, Texas 76119 Sheet 1 of 1 � Phone: 817-496-5600 FaX: sl�-a9�-s6os pROJECT NO.: W192982 W H E R E I T A L L B E G I N S www.alphatesting.com Client: D. R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, Texas Project: Keller Crossing Surface Elevation: Start Date: 11/21/2019 End Date: 11/21/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,� � On Rods (ft): NONE � � `o � Y � �s �� .� c � � � � � s After Drilling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � Q Q a o� o� a p . c aN �.� (� �� 'N .v 3 � � After_ Hours (ft): �� U� c o� o o� � J a � cn cn � a � ? cn Z � � � MATERIAL DESCRIPTION Light Brown and Brown CLAY - FILL 3.0 22 3.0 23 48 19 29 4.0 Brown CLAY 5 3.5 23 3.75 22 8.0 Tan CLAY 3.75 18 54 19 35 0.0 10 4.0 25 15 18.0 �� % Tan SHALY CLAY � �:. �% 4.5+ 20 48 18 30 20 /, 20.0 TEST BORING TERMINATED AT 20 FT QLPHA �� TESTIHG WHERE li ALL BEGINS SOIL & ROCK SYMBOLS � (CH), High Plasticity CLAY � (CL), Low Plasticity CLAY � (SC), CLAYEY SAND � (SP), Poorly Graded SAND � (SW), Well Graded SAND � (SM), SILTY SAND � (ML), SILT � (MH), Elastic SILT � LIMESTONE � SHALE / MARL � SANDSTONE o � (GP), Poorly Graded GRAVEL �' (GW), Well Graded GRAVEL � (GC), CLAYEY GRAVEL � (GM), SILTY GRAVEL � (OL), ORGANIC SILT � (OH), ORGANIC CLAY � FILL SAMPLING SYMBOLS ■SHELBY TUBE (3" OD except where noted otherwise) �SPLIT SPOON (2" OD except where noted otherwise) � AUGER SAMPLE � TEXAS CONE PENETRATION �ROCK CORE (2" ID except where noted otherwise) KEY TO SOIL SYMBOLS AND CLASSIFICATIONS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) VERY LOOSE LOOSE MEDIUM DENSE VERY DENSE 0 TO 4 5 TO 10 11 TO 30 31 TO 50 OVER 50 SHEAR STRENGTH OF COHESIVE SOILS (tsfl VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 0.25 0.25 TO 0.50 0.50 TO 1.00 1.00 TO 2.00 2.00 TO 4.00 OVER 4.00 RELATIVE DEGREE OF PLASTICITY (PI) LOW MEDIUM HIGH VERY HIGH RELATIVE PROPORTIONS TRACE LITTLE SOME AND 4 TO 15 16 TO 25 26 TO 35 OVER 35 1 TO 10 11 TO 20 21 TO 35 36 TO 50 PARTICLE SIZE IDENTIFICATION (DIAMETER) BOULDERS COBBLES COARSE GRAVEL FINE GRAVEL COURSE SAND MEDIUM SAND FINE SAND SILT CLAY 8.0" OR LARGER 3.0" TO 8.0" 0.75" TO 3.0" 5.OmmT03.0" 2.OmmT05.Omm 0.4mmT05.Omm 0.07mmT00.4mm 0.002 mm TO 0.07 mm LESS THAN 0.002 mm �xr CITY OF FORT WORTH ��RT ►1'�RTH.� WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Depaztment on a project specific basis. Special bedding may be required for some pipes. � � � � �• i i i �• i i �• Water & Sewer - Manholes & Bases/Comqonents 3339-10 (Rev 2/3/161 07/23/97 33 OS 13 L'rclhanc Ilydru hilic Wulcntop A�ehi Koevo K.K Adcka Ullra-Sral P-201 ASTM D2240/D412/D792 04/2(/00 33 OS 13 Ofl3ct loint for 4' Diam. MI I Hanson Concrctc Products Drawine T�u. 35-0048-001 04/2C/00 33 OS 13 Prufilc Gaskct for 4' Diam. MH. Press-Scal Gaskct Cor . 250-4G Gaskct ASTM C<143/C-361 SS MH I/26/99 33 OS 13 HDPE Manholc Adjus[mcnt Rines Ladtcch, Inc HDPE Adjus[mcnt Rine TraHic and Non-traHic arca 5/13/OS 330513 ManholcExtcrnalWrap Canusa-CPS WrapidSralManholcEncapsululiunSstcm Water & Sewer - Manholes & Bases/Fiberelass 3339-13 (1/8/131 1/2C/99 333913 �ibcrelutitiManholc fluidContainmrnt,Inc. �lowlilc ASTM}�53 T'on-Iralficarra 08/30/OC 333913 �ibcrelatitiMenholc LP.Menufaclurine T'on-Iralficarra Water & Sewer - Manholes & Bases/Frames & Covers/Rectanaular 33-OS-13 (Rev 2/3/161 33 OS 13 Manhulc �ramcs end Covcn Wcstcm Irun Wurkti, 6atiti & I la s �oun�r 1001 24"x40" W D Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-OS-13 (Rev 2/3/161 33 OS 13 Manhulc Framcs and Covcrs Wcstcm Iron Wurks, Bass & Ha s Foundr 30024 24" Dia. 33 OS 13 Manhulc Framcs and Covcrs McKinlc Iron Works Inc. A 24 AM 24" Dia. OS/24/I S 33 OS 13 Manholc Framcs and Covcrs Nccnah Foundr R-1272 ASTM A48 & AASHTO M306 24" Dia. OS/24/I S 33 OS 13 Manhole Feamea and Covers Neenah Fo�ndr Ii- 165-LM Hin ed) ASTM A48 & AASHTO M306 24" Dia. 08/24/I S 33 OS 13 Manhole Feamea and Covers Neenah Fo�ndr NF 1274 ASTM A48 & AASHTO M306 30" Dia. OS/24/I S 33 OS 13 Manholc Framcs and Covcrs Nccnah Foundr R-1743-LM (Hinecd) ASTM A48 & AASHTO M306 30" dia. 33 OS 13 Manhulc Framcs and Covcrs Siema Cor oration MH-144N 33 OS 13 Manhulc Framcs and Covcrs Siema Cor oration MH-143N 33 OS 13 Manhulc Famcs and Covcrs Punt-A-Moussun CTS-STD 24" dia. 33 OS 13 Manhulc Framcs and Covcrs Nccnah Castin 24" dia. 10/31/06 33 OS 13 Manholc Framcs and Covcrs (Hinecd) Powcrsral Hinecd Ductilc Iron Manholc ASTM A536 24" Dia. 7/25/03 33 OS 13 Manholc Framcs and Covcrs Saint-Gobain Pi clincs (Pamrcx� xus) RE32-RBFS 30" Dia. 01/31/06 33 OS 13 30" Dia. MH Rin and Covcr East Jordan Iron Works V I432-2 and V I483 Dcsiens AASHTO M30G-04 30" Dia. II/02/10 330513 30"Dia.MHRin andCovcr SiemaCororation MHI651FWN&MHIG502 30"Dia 07/19/I I 33 OS 13 30" Dia. MH Rin and Covcr Star Pi c Products MH32FTWSS-0C 30" Dia OS/10/I I 33 OS 13 30" Dia. MH Rin and Covcr Accucast 220700 Hcavv Dut wi[h Gaskct Rine 30" Dia 30" ERCO XL Asscmbly 10/14/13 33 OS 13 30" Dia. MH Rin and Covcr (Ilinecd & Lockablc) East lordan Irun Wurks with Cam Luck/MPIC/T-Caskct ASSHTO M 105 & ASTM A53G 30" Dia 06/01/17 34 OS 13 30" Dia. MH Rin and Covcr (Hinucd & Lockablc) CI SIP Industrics 2280 (32") ASTM A 48 30" Dia. CAP-ONE30-FTW, Composite, w/ Lack 09/16/19 33 05 13 30" �ia. MH Rin and Cover Com osite Access Producrs, L.P. w/o Hin 30" Dia. 10/U7/21 34 U5 13 3U" �Jia. MH Ring and Covcr 'frumbull Manufacturing 32"(30") F'ramc and Covcr 30" IJia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tieht & Pressure Tieht 33-OS-13 (Rev 2/3/16) 33 05 13 Manholc Frames and Covcrs PonFA-Mousson Pamti ht 24" �Jia. 33 05 13 Manholc Frames and Covcrs �ccnah Casrin 24" �Jia. 33 OS 13 Manhole Framca and Covers Wea[ern Iron WoeksBasa & Ha �s Foundr 300-24P 24" Dia. 33 OS 13 Manhole Frames and Covers McKinle Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 OS 13 Manhole Framea and Covers Ace�cast RG2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Mnnholc Frnmes and Covers (SIP Seram ore Indusnies Private Ltd. 30U-24-23 75 Rin and Cover ASTM A 48 24" �Jia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 333910 Manholc.PrccasrConcrcrc HydroCondui[Cor SPI.Itcm!;49 ASTMC478 48" 33 39 10 Manholc. Precast Concrete Wall Concrete Pi e Co. Ine. ASTM G443 48" 09/23/96 33 39 10 Manhole. Precaa� Conaete Conerete Producr Ina 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone OS/08/IS 333910 Manhole,PrecasTConaeTe TheTurnerComan 48",60"I.D.Manholew/32"Cone ASTMC478 48",60" 10/27/06 33 39 10 Manhole, PrecasT Concrete Oldcastle Precast Ine. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Rin 06/09/10 33 39 10 Manhole. PrecasT(Reinforced Pol �er)Conerete US Com osire Pi e Reinforced Pol �mer Conerete ASTM G76 48" [0 72" 09/06/19 33 39 20 Manhole. PrecasT Concrete Foner�a Pi e and Precast 60" & 72" LD. Manhole w/32" Cone ASTM G76 60" & 72" 10/07/21 32 39 20 Manhole. PrecasT Conaete Foner�a Pi e and Precast 48" I.D. Manhole w/32" Cone ASTM G77 48" 10/07/21 33 39 20 Manhole. Precasr (Reinforoed Pol �er) Concrete Armorock 48" & 60" LD. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole. Precasr (H brid) Pol �mer & PVC Predl S stems 48" & 60" LD. Manhole w/32" Cone 48" & 60" Non Teatfic Areas Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious E I-14 Manhole Rehab S�srema Quadex 04/23/01 EI-14 Manhole Rehab S�srems Standard Cement Materials, Inc. Reliner MSP EI-14 Manhole Rehab S srems AP/M Permaform 4/20/01 E I-14 Manhole Rehab S�srem Snon Com an Stron Seal MS2A Rehab S Tem 5/12/03 EI-14 Manhole Rehab Svstem Liner Pol •-tri lex Technolo ie MH re air rod�ct ro sto infiltration ASTM D5813 US/30/U6 (.cncrnl Conerctc Re air FlexKrete Technolo ie Vin �I Pol ester Rcpair Product Misc Use Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious OS/20/96 H.I-14 Manholc Rchab Systcros Spra roy. Spra � Wall Polyi.ircthanc Coarin AS"fM �J639/17790 H.I-14 Manholc Rchab Sys[cins Sun Coast For Extcnor Coatine ufCuncrac 12/14/01 Cuatin furCu�rosion rota:tion(Extcnor) ERTECH Scncs20230and2100�As hoticEmulsion) ShvcturesOnl 01/31/06 Coatin sforCo�rosionProtation Chcsicrton Arc791,SIHB,S1,52 AcidRcsistanccTcst ScwcrA licetiuns 8/28/2006 Coann s f rCo�rosion Protation Warrcn Environmcntal 5-301 ond M-301 Scwcr A licotiuns OS/30/06 Coatin s forCo�rosion Protation Citadcl SLS-30 Solids E ox Scwcr A licotiuns 33 OS 16, 33 39 10, RR&C Dampproofin� Nun-Fibcrcd Spray For Extcnor Coating ufCuncrctc 03/19/IS 333920 Cuann frCo�rosion rotanon(Extcnor) ShcnvinWilliams Gradc(AshaticEmulsiun) ShvcturesOnl * From Original5tandard Products List �x� CITY OF FORT WORTH ��RT ►1'�RTH.� WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Depaztment on a project specific basis. Special bedding may be required for some pipes. • � � � �• i i i �• i i �• Water & Sewer - Manhole Inserts - Field Oqerations Use Onlv (Rev 2/3/16) 33 OS 13 Manhulc Inscrt Knutson Entcr n Medc «� Ordcr- Plestic ASTM D 1248 �or 24" dia. 33 OS 13 Manhulc Inscrt Suu[h Wcs[cm Packa ine Medc io Ordcr- Plusiic ASTM D 1248 �or 24" dia. 33 OS 13 Manhulc Inscrt Noflow-Inflow Madc «� Ordcr- Plastic ASTM D 1248 Cor 24" dia. 09/23/96 33 OS 13 Manhulc Inscrt Southwcstcrn Packin & Scals. Inc. LifcSavcr - Sminlcss Stccl For 24" dia. 09/23/96 33 OS 13 Manhulc Inscrt Suuthwcstcrn Packin & Scals. Inc. TcthcrLok - Stainlcss Siccl For 24" die Water & Sewer - Piqe Casina Sqacers 33-OS-24 (07/Ol/131 i iroaioz s«tii a��a cas��; s�a�� na�a��a e��a�ati a�a sytii�ms, i��. c,��n�� si��i s�a��, M��a�i si 02/02/93 Stainlc�ti Slccl Casing Spaccr Advanccd Produdti and Sytilcros, Inc. Stainlctiti Slccl Spaccr, Mo�d SSI 04/22/87 Casing Spacc�s Cascadc Walcnvurkti MenufaclurinK Ca�inK S�accn 09/14/10 Stainlcss Stccl Casing Spaccr Pipdinc Sral and Inwlawr Stainlc» Slccl Catiing Spaccr Up to 48" 09/14/10 Cuatcd Stccl Casin Spacc�s Pipdinc Scal and Insulatur Coatcd Stccl Casin Spacc�s Up to 48" OS/10/I I Stainlcss Stccl Casing Spaccr Powc�scal 4RI0 Powcahock Up to 48" 03/19/IS CasingSpucc�s BWM SS-12CasingSpaccr(StainlcssStxl) 03/19/IS Casing Spuccrs BWM FB-12 Casing Spacer (Coated Carbon Stecl) for'Vonyressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spaceea CCI Pipeline Sysrems CSCI2, CSS12 Water & Sewer - Piues/Ductile Iron 33-ll-10(1/8/13) * 331110 Duc[ilelronPipe GriH'inPipePrad�cts,Ca. SupeeBell-Ti�eDuc�ilelronPressurePipe, pWy�pCI50.C151 3"thr�2A" 08/24/18 33 I I 10 DucTile Iron Pipe American Ductile Iron Pipe Co. American Fasti�e Pipe (Bell Spigot) AW WA C150, CI51 4" theu 30" OS/24/I S 33 I I 10 Ductilc Iron Pipc Amcrican Ductilc Iron Pipc Co. Amcrican Flcx Ring (Rcstraincd Joint) AW WA CI50, C I51 4" th�u 30" * 331110 DucTilelronPipe U.S.PipeandFoundryCo. AWWACISO,CI51 * 3311IU DucTilelronPipe McWaneCastlronPipeCo. AWWACI50,C151 Water & Sewer - Utilitv Line Marker (08/24/2018) Sewer - Coatin2s/Eqosv 33-39-60 (Ol/08/131 02/25/02 E ox Linin S stcm Saucrciticn, Inc ScwcrCerd 210RS LA Cuunty N210-133 12/14/Ol E ox Linin S stcm Cnc�ch Tcchnicel Cuetinv Grtcch 2030 and 2100 Scncti 04/14/OS IntcnorDuailc Irun PipcCoatinv Induron Prot«to401 ASTM B-I17 Ductilc Iron Pi cOnl 01/31/06 Coatin sforCo�rutiiunProtc�ction Chcsicrton Arc791,S1I16.SI.52 AcidRcsistanccTcal ScwcrApplicaliunti 8/28/2006 Coann s f rCo�rutiiun Protc�ction Warrrn Cnvironmcnlel 5-301 and M-}Ol Scwcr Applicaliunti Sewer - Coafin2s/Polvurethane Sewer - Combinafion Air Valves OS/25/I8 33-31-70 Air Rdwtic Valvc AR.I. 1:5A, Inc. D025LTP02�Compotiilc [3o�v) 2" Sewer - Piqes/Concrete Gl-04 Cunc. Pipc, Rcinfiircal WaII Cuncrctc Pipc Co. Inc. AST�I C 76 EI-04 Cunc. Pipc, Rcnf acd I lv�ro Conduit Curpuraliun Cless III T&G, SPL Itcm #77 ASTM C 76 EI-04 Cunc. Pipc, Rcnf acd I Ianson Cuncrac Pruducl� SPL Ilem !l95-Mnnhole, U9A- Pipe ASTM C 76 EI-04 Conc. Pipc, Rcinfuacd Cuncrctc Pipc ffi Products Co. Inc. ASTM C 76 Sewer - Piqe Enlarament Svstem (Method)33-31-23 (Ol/1S/13) PIM S stcm PIM Cor oration Polvcth Icnc PIVi Cor _ Piscale Wav, VJ. A rovccl Prcviuusl � McConndl Systcros McLal Consvuction Pul cthvlcnc I Iuuston, Tcxas Appruvccl Prcviuusly TRS S stcmti Trcnchlctiti Rcplaccmrnt Svtilcm Polvcthvlcnc Calvarv, Canada Appruval Prcviuusly Sewer - Piqe/Fiberelass Reinforced Pine 3331-13(1/8/13) 7/21/97 33 31 13 CcnL Cast �ibcrela�ti (PRP) I lobati Pipc 1:5A, Inc. I Iobas Pipc (Von-Pressurc) ASTM D}ZG2/D}�54 0}/Z2/10 33 31 13 Fibcrelass Pi c�FRP) Amcron 6ondtiiran� RPMP Pi c ASTM D}ZG2/D}�54 04/09/21 Glass-Fibcr Rcinfoacd Pol ncr Pi c(FRP) Tho�npson Pipc Gruup Thum�von Pipc (Clowtitc) ASTM D3262/D3754 4/14/OS Pol �ncr Modificd Concrdc Pi c Amitah USA Mcwr Polvcrdc Pipc ASTM C33, A276, F477 8" to 102", Class V 06/09/10 Gl-9 RcinfurcM Pol cr Concrac Pipc US Cumpu�ilc Pipc Rcinfurcal Pul mcr Cuncrac Pipc ASTM C-76 Sewer - Piqes/HDPE 33-31-23(1/8/131 Hi h�lrnsitv pul cthylcnc pipc Phillips Dnscopipc, Inc. Opliwrc Ductilc Pol clh �Icnc Pipc ASTM D 1248 8" Hi h�lcnsity pul cth �Icnc i Plcxco Inc. ASTM D 1248 8" Hi h-dcnsity pul cth �Icnc i Polly Pi c, Inc. ASTM D 1248 R" Hi h-dcnsit � ul cth Icnc i CSR I Iyelro Cunduit/Pi clinc S atcros McCunncll Pi c Enlarecmcnl ASTM D 1248 Sewer - Piqes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-I1-12 DR-14PVCPrctisurcPipc PipclifcJcltilrram PVCPrctisurcPipc AWWAC900 4"Ihrul2" 1022/14 33-I I-12 DR-14 PVC Prctisurc Pipc Royal [3uildiny Pro�uati Royal Sral PVC Pressurc Pipc AW WA C900 4" Ihru 12" * From Original5tandard Products List �xr CITY OF FORT WORTH ��RT ►1'�RTH.� WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipc largcr Uian 15 inch diametcr shall be approved for use by the Water Depaztment on a project specific basis. Special bedding may be required for some pipes. • � � � �• i i i �• i i �• Sewer - Piues/PVC* 33-31-20 (7/1/131 3331-20 PVC Sewcr Pipc J-M Manufacturin Co., Inc. (JM Ea le SDR-26 ASTM D 3034 4" - IS" 12/23/H7* 33-31-20 PVC Sewec Pi e Diamond Plastics Cor oration SDR-26 ASTM D 3034 4" thr� IS" 33-31-20 PVC Sewec Pi e Lamson V lon Pi e ASTM F 789 4" thm IS" 01/IS/IS 33-31-20 PVCSewerPi e Vin IrechPVCPi e Gravit Sewer ASTMD3034 4"thr� IS" I I/I I/98 33-31-20 PVC Sewer Pi e Diamond Plastics Cor oration "S" Gravit Sewer Pi e ASTM F 679 18" to 27" 33-31-20 PVC Sewer Pi e J-M Man�tacturin Co. Inc. JM Ea le SDR 26/35 PS I I S/46 ASTM F 679 18" - 28" 09/II/12 33-31-20 PVCSewerPi e Pi elifeJetStream SDR-26andSDR-35 ASTMF-679 18" OS/06/OS 33-31-20 PVC Solid Wall Pipe Diamond PlasTics Corporation SDR 26/35 PS I IS/46 ASTM F-679 18" To 48" �4�z��6 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittin s ASTM D-3034, D-1784, etc 4"- IS" � 33-31-20 PVC Sewer Fittings PlasticTrends, Ina(Westlake) Gaskered PVC Sewer Main Fittin s ASTM D 3034 3/19i2018 333120 PVCSewerPi e Pi elifeJetStream SDR35 ASTMF679 18"-24" 3/19i2018 333120 PVCSewerPi e Pi elifeJetStream SDR26 ASTMD3034 4"-IS" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR26 ASTM D3034/F-679 4"- IS" 10/21i2020 333120 PVCSewerPie NAPCOWesrlake SDR26 ASTMD3034 4"-IS" 10/22i2020 33 31 20 PVC Sewer Pi e Sandcrson Pipc Corp. SDR26 ASTM D3034 4"- IS" 10/21/2020 333120 PVCSewerPie VAPCO(WesNake) SDR26/35PS115/46 AS'I'MR679 18"-36" Sewer - PiuesBehab/CIPP 33-31-12 (Ol/18/131 Cured in Place Pi e Insituf rm'I'exark, Inc AS"fM F 1216 OS/03/99 Cured in Place Pi e Vntional F�.nvirorcch Group National Liner. SPL) ltcm it27 AS'I'M F-1216/�J-5813 OS/29/96 Cured in Place Pi e Rcvnolds Inc�lnlincr'�echnol �(Inlincr I;SA) Inliner Technolo AS"fM F 1216 Sewer - Pioes/Rehab/Fold & Form Fold and Forin Pi e Cullum Pi e S�sreina, Inc I I/03/98 Fold and Forin Pi e Insitufocm Technolo ies, Inc InsiNform "NuPI e" ASTM F-1504 Fold and Forin Pi e American Pi e& Plastics, Inc. Demo. Pur oseOnlv 12/04/00 Fold and Form Pi e Uln'alincr l;lrralincr PVC Alloy Pipclincr ASTM F-ISU4. 1871. 1867 06/09/03 FoldandFormPi c MillcrPipclincCorp. F�.XMcthod AS'IMF-ISU4,F-I�)47 l;ptolS"dinmcrcr Sewer - Piaes/Oaen Profile Laree Diameter 0926/�)I F:100-2 PVC Sewer Pi e. Ribbed I_nmson Vylon I'ipc Carlon Vylon H.C. Closed Protil� Pipc, AS'�M F 679 18" to 48" 0926/91 tIOU-2 PVC Sewer Pi e. RibbcA H.xtrusion'I'echnolo ics. Inc l;ltra-Rib O cn Profilc Scwcr Pi c ASTM F 679 IK" ro 48" EI00-2 PVC Sewer Pi e. Ribbed U onor ETI Com an I I/10/10 EI00-2 Pol � ro �lene (PP Sewer Pi e, Do�ble Wall Advanced Dcaina e S sTems (ADS SaniTite HP Double Wall (Corr� ated ASTM F 2736 24"-30" I I/10/10 EI00-2 Pol � ro �lene (PP) Sewer Pi e, Tri le Wall Advanced Dcaina e S Tems (ADS SaniTite HP Tri le Wall Pi e ASTM F 2764 30" To 60" OS/16/I I STeel Reinforced Pol eth �lene Pi e ConTech Constr�ction ProducTs D�rmaxx ASTM F 2562 24" To 72" Water - Aoaurtenances 33-12-10 (07/Ol/13) 01/IS/IS 33-12-10 DoubleStra Saddle Romac 202NSN IonCoa[ed AWWAC800 I"-2"SVC,u to24"Pi e OS/28/02 Double Stra Saddle Smith Blair #317 N�lon Coated Double Stra Saddle 07/23/12 33-12-10 DoubleStra ServiceSaddle M�ellerComan DR2SDo�ble(SS)Stra DlSaddle AWWAC800 I"-2"SVC,� to24"Pie 10/27/87 Curb Sto s-Ball Meter Valves McDonald 61UOM,6IUOMT & 610MT 3/4" and I" 10/27/87 Curb Sto s-Ball Meter Valves McDonald 4603B.46U4B, 610UM.61UOTM and 6101 M I%" and 2" FB600-7NL, FBI600-7-NL, FV23-777-W-NL, 5/25/201R 33-12-10 Curb Stu s-Ball Mctcr Valvcs Ford Mctcr Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FBI600-6-NL, FV23-666-W- 5/25/201R 33-12-10 Curb Stu s-Ball Mctcr Valvcs Ford Mctcr Box Co., Inc. NL, L22fi6NL AWWA C800 I-I/2" FB600-4-NL, FB1600-4-NL, BI I-444-WR- 5/25/2018 33-12-10 C7�rb Sto s-Ball MeTer Valves Ford MeTer Box Co., Inc. NL. B22444-WR-NL, L28-44NL AW WA C800 I" B-25000N, B-24277N-3, B-20200N-3, H- AW WA C800, ANSF 61, 5/25/2018 33-12-10 Curb Sto s-Ball Meter Valves M�elle� Co., Ltd. ISOOON.. H-1552N, H142276N ANSI/NSF 372 2" B-25000N, B-20200N-3, B-24277N-3,H- AW WA C800, ANSF 61, 5/25/201R 33-12-10 Curb Sro s-Ball Mctcr Valvcs MucllcrCo., Ltd. ISOOON, H-14276N, H-15525N ANSI/NSF 372 I-I/2" B-25000N, B-20200N-3,H-ISOOON, H- AWWAC&OO,ANSF61, 5/25/2018 33-12-10 Curb Sto s-Ball MeTer Valves M�eller Co., Ltd. 15530N ANSI/NSF 372 I" 01/26/00 CoaTed Ta in Saddle with Do�ble SS S1ra s JCM Ind�stries, Inc. �406 Double Band SS Saddle I"-2" Ta s u to 12" 0/5/21/12 33-12-25 Ta n Sleeve(CoatedS�eel) JCMlnd�stries,lnc. 412Ta in SleeveESS AWWAG223 U to30"w/12"Out 03/29/22 33-12-25 Ta in Sleeve (Cwted or Sninlus Steel JCM Industries, Inc. 415 Ta �n Sleeve AW WA G223 Concrere Pi e Onl OS/10/I I Ta in Sleeve (Stainless Steel) Powerseal 3490AS (Flan e) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Ta n Sleeve (Coated STeel) Romac FTS 420 AW WA G223 U to 42" w/24" OuT 02/29/12 33-12-25 Ta in Sleeve(StainlessSreep Romac SSTSrainlessSteel AWWAG223 U to24"w/12"Our 02/29/12 33-12-25 Ta in Sleeve (Stainless Sreep Romac SST 111 Stainless Sreel AW WA G223 U to 30" w/12" Our 05/10/I I Joint Re air Clam Powerseal 3232 Bell Joint Re air Clam 4" to 30" PlasticMeterBoxw/ComositeLid DFWPlasticslnc. DFW37G12-IEPAFFTW PlasticMeterBoxw/ComositeLid DFWPlasticslnc. DFW39C-12-IEPAFFTW 08/30/06 PlasticMeterBoxw/ComositeLid DFWPlasticslnc. DFW65GI4-IEPAFFTW Class"A" ConcreTe MeTer Box Bass & Ha �s CMB37-BI2 I I 18 LID-9 ConcreTe Me[er Box Bass & Ha s CMB-I S-Dual 1416 UD-9 ConcreTe Me[cr Rox Baaa & Ha s CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-ll-OS (Ol/O8/131 * From Original5tandard Products List �xr CITY OF FORT WORTH ��RT ►1'�RTH.� WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipc largcr Uian 15 inch diametcr shall bc approved for use by the Water Depaztment on a pro'ect specific basis. Special bedding may be required for some pipes. • � � � �• i i i �• i i �• Water - Combination Air Release 33-31-70 (Ol/08/13) * H.I-I I Combinntion Air Rcicasc Valvc GA Ind�stries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A I"&2" 240 - floar, ASTM A 307 - Covec Balts EI-I I Combination Air Release Valve Multi lex Manufacnrin Co. Crispin Air and Vacuuin Valves, Model No. ��2�� & 2�� P.I-II CombinationAirReleaseValve ValveandPrimerCor. APCOk143C,,k145CandH147C I".2"&3" Water - Dry Barrel Fire Hvdrants 33-12-40 (Ol/15/14) 10/01/K7 F-I-12 �JryRarrclFircHvdrnnt Amcrican-17nrlin Vnlvc Drawin �os.`)0.1860K,94-Itl560 AWWAG502 03/31/KS F-I-12 �JryRarrclFircHvdrnnt Amcricnnl7nrlin Vnlvc Shop�Jrawin Vo.94-Itl791 AWWAG502 09/30/K7 t-I-12 Dr�RarrclFircHdrant ClowCororarion Sho Drawin �o.R19K95 AWWAG502 01/12/93 E-I-12 Dc BartelFireHdrant AmericanAVKComan Mode12700 AWWAG502 08/24/88 E-I-12 D BarrelFireHdrant ClowCororaTion DrawinsD20435,D20436,B20506 AWWAG502 &I-12 D BarrelFireHdrant ITTKenned Valve Sho Drawin No.D-80783FW AWWAG502 09/24/87 &I-12 Dr BarrelFireHdrant M&HValveComan Sho Drawin No.13476 AWWAG502 Shap Drawings No.6461 10/14/87 &I-12 Dc BarrelFireHdrant M�ellecComan A-423Cen[�rion AWWAG502 Shop Drawing FH-12 01/IS/RS EI-12 Dr BarrdFircH drant MucllcrCom an A-423Su crCcntunon200 AWWAC-502 10/09/R7 �I-12 Dr BarrdFircH drant U.S.Pi c&Foundr� ShopDrawineNu.960250 AWWAC-502 09/IC/87 �I-12 Dr Barrd Circ II dranl Walcrouti Com an Shup Drawin Vo. SK749803 AWWA C-502 O8/12/IC 33-12-40 DryBarrd�ircllvdranl CI([atillordanlrunWorks) WalcrMastcr5CD250 Water - Meters 02/OS/93 CI01-5 DcicdorChcckMacr AmcsCompeny ModcIIOOODcicdorChcckValvc AWWAC550 4"-10" 08�05/04 Mae t-'DrivcVct-alTurbinc Ilcrscv Mevncl� D��cVcrlical AWWAC701,CIatitil 3/4"-6" Water - Pipes/PVC (Pressure Water) 33-31-70 (Ol/08/13) AW WA C900, AW WA C(O5, 01/18/18 33-II-12 PVCPressurcPi c Vin Ita:hPVCPi c DRI4 ASTMD1784 4"-12" 3/19/2018 331112 PVCPressurcPi c PipclilelctSncam DRI4 AWWAC900 4"-12" 3/19/201R 331112 PVCPressurcPi c PipclitelctSncam DRIS AWWAC900 IG"-24" 5/25/2018 33 11 12 PVC Pressurc Pi c Diomond Plastics Cur uration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressurc Pi c Diomond Plastics Cur uration DR IS AWWA C900 IG"-24" AW WA C900.16 12/6/201 R 33 I I 12 PVC Pressurc Pipc J-M Manufactunng Co., Inc d/b/e JM Eeglc DR 14 UL 1285 4„ ZA„ ANSI/NSF 61 FM 1612 AW WA C900-16 12/6/2018 33 I I 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 U� 1z�� 16"-24" ANSIiNSF C>I FM IC>I2 9/6/2019 331112 PVCPressurePipe Unde�g�o�ndSol�tianslne. DRI4FusiblePVC AWWAC900 4"-8" 9/6/2019 331112 PVCPressurePipe NAPCO(WesTlake) DRI8 AWWAC900 16"-24" 9/6/2019 33 I I 12 PVC Pressurc Pipc NAPCO(Wcstlakc) DRI4 AWWA C900 4"- 12" 9/6/2019 33 I I 12 PVC Pressure Pipe Sandcrson Pipc Corp. DRI4 AW WA C900 4"- 12" Water - Pipes/Valves & FitHnas/Ductile Iron Fittines 33-11-11 (Ol/08/13) 07/23/92 G1-07 DuctilclronCi«inos SlarPipcProducls,Inc. Ma:hanicalloinl�ilting� AWWAC153&CI10 EI-07 DuctilclronFittinos GriHinPicProductsCo. McchanicallointFi«in�� AWWACIIO EI-07 Ductic Iron Fittin s McWenGT Icr Pi c/ Union Utilitics Division Ma:hanical Joint Fittings, SSII Cla» 350 p�yy�p C 153, C I 10, C I I I OS/I I/98 EI-07 Ductilc Iron Fittinos Sioma Co. Ma:hanical Joint Fittings, SSB Class 351 p�yy�p C 153, C I 10, C I 12 02/26/14 EI-07 Ml Fitnn s Accucast Class 350 C-153 M7 Fittings p�yy�p CI53 4"-12" OS/14/98 EI-07 Ducilc Iron Joint Rcstraints Ford Mctcr Box Co./Uni-Flan c Uni-Flangc Scrics 1400 p�yy�p CI I I/C 153 4" to 36" OS/14/98 EI-24 PVCJuintRcstraints FordMctcrBoxCo./Uni-Flanc Uni-FlangcScricsl500CircloLock p�yy�pClll/C153 4"to24" II/09/04 EI-07 DuctilclronJointRcstraints OncBolt,Inc. OncBoltRcsnaincdlointFitting py��ypClll/CI16/C153 4"tol2" 02/29/12 33-I I-I I Ductilc Iron Pi c Mcchanical loint Rcsiraint EBAA Iron, Inc. Mcgalug Scncs I 100 (for DI Pipc) py��yp C I I I/CI 16/C 153 4" to 42" 02/29/12 33-I I-I I PVC Pi c Mcchanical loint Rcsiraint EBAA Iron, Inc. Mcgalug Scncs 2000 (for PVC Pipc) py��yp CI I I/CI16/C153 4" to 24" OS/OS/04 EI-07 Mahanical Joint Rctaincr Glands(PVC) Si n a Co. Sigma OnoLok SLC4 -SLCIO p�yy�p CI I I/C153 4" to 10" 03/06/19 33-II-II MahanicalJointRctaincrGlands(PVC) Si naCo. SigmaOnc-LokSLCS4-SLCSI2 p�yy�pClll/C153 4"tol2" OS/OS/04 EI-07 Mahanical Joint Rctaincr Glands(PVC) Si n a Co. Sigma OnoLok SLCE p�yy�p CI I I/C 153 12" to 24" OS/10/98 EI-07 M7 Fittin s(DIP) Si n a, Co. Sigma Onc-Lok SLDE p,WWp, C�j3 q�� _24�� 10/12/10 E1-24 Intcrior Rcstraincd Jomt S sicm 5& B Tcchncial Pruducts Bulldog Systcm ( Diamond Lok 21 & JM pSTM F-1624 4" to 12" OS/16/06 EI-07 MahanicalJointFinines SIPlndustrics(Scram orc) MahanicalJointFittings p�yy�pC153 4"to24" I I/07/16 33-I I-I I Mahanical Joint Rctaincr Glands Star Pi c Products, Inc. PVC Star^np Scncs 4000 pSTM A536 AWWA CI I I II/07/16 33-II-II MahanicalJointRctaincrGlands StarPicProducts,lnc. DIPStargripScrics3000 pSTMA536AWWACIII 03/19/IA 33-II-II MahanicalJointRctaincrGlands SIPlndustrics(Scram orc) EZCripluintRcstraint(EZD)BlackFurDIP pSTMA536AWWACIII 3"-0A" 03/19/IS 33-II-II MechanicalJointRetainerGlands SlPlnd�stries(Se�ampo�e) EZGnplointResnaint�EZD)RedforC900 pSTMA536AWWACIII 4"-12" DRI4 PVC Pipc 03/19/IS 33-II-II MechanicalJointRetainerGlands SlPlnd�stries(Serampore) EZGnplointResnaint�EZD)RalforC900 pSTMA536AWWACIII 16"-24" DRIS PVC Pipc * From Original5tandard Products List �xr CITY OF FORT WORTH ��RT ►1'�RTH.� WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewcr pipc largcr Uian 15 inch diametcr shall bc approved for use by the Water Depaztment on a pro'ect specific basis. Special bedding may be required for some pipes. • � � � �• i i i �• i i �• Water - PinesNalves & Fittinas/Resilient Seated Gate Valve* 33-12-20 (OS/13/151 ResilientWededGatcVnlvcw/noGenrs AmericznFlowConrrol Series2500Drawin �94-20247 16" 12/13/02 ReailienrWedeGateValve AmcricanHlowConrrol Series2530andSecies2536 AWWAC515 30"and36" 08/31/99 Resilient Wed eGate Valve American Flow Connol Series 2520 & 2524 (SD 94-20255 AW WA C515 20" and 2A" OS/IS/99 ResilientWedeGateValve AmericanFlowConnol Series2516SD94-20247) AWWAC515 16" 10/24/00 EI-26 ResilientWedeGateValve AmericanFlowConirol Series2500(Ductilelron) AWWAC515 4"Tol2" 08/OS/04 ResilientWedeGateValve AmericanFlowConnol 42"and48"AFC2500 AWWAC515 42"and48" OS/23/91 EI-26 Resilient Wed eGaTe Valve American AVK Com an American AVK Resilient SeadeA GV AW WA C509 4" To 12" 01/24/02 EI-26 Resilient Wed eGaTe Valve American AVK Com an 20" and smaller EI-26 ResilientSeatedGateValve Kenned 4"-12" EI-26 ResilientSeatedGateValve M&H 4"-12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" II/Ofr/99 ResilientWedeGateValve MuellerCo. SeriesA2361 SD6647) AWWAC515 16" 01/23/03 Resilient Wed eGate Valve Mueller Co. Series A2360 for IS"-2A" (SD 6709) AW WA C515 24" and smaller OS/13/OS Resilient Wed eGaTe Valve Mueller Co. Mueller 30" &36", G515 AW WA C515 30" and 36" 01/31/06 ResilientWed eGaTeValve MuellerCo. Mueller42"&48",G515 AWWAC515 42"and48" 01/28/88 EI-26 ResilientWedeGateValve ClowValveCo. AWWAC509 4"-12" 10/04/94 Resilient Wed eGaTe Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" II/OS/99 EI-26 ResilientWedeGaTeValve ClowValveCa CIowRWValve(SDD-21652) AWWAC515 24"andsmaller I I/29/04 Resilient Wed e Gate Valve Clow Valve Co. Clow 30" & 36" G515 AW WA C515 30" and 36" (Note 3 II/30/12 ResilieniWedeGaTeValve ClowValveCa ClowValveModel2638 AWWAC515 24"to48"(NoTe3) OS/08/91 EI-26 ResilientSeatedGateValve StockhamValves&Fittings AWWAC509,ANSI420-sTem, 4"-12" ASTM A 276 Type 304 - Balts & EI-26 Resilicnt Scated Catc Valvc U.S. Pi c and Foundry Co. Menn.eal 250, requirements SPL H74 3" to 16" 10/26/16 33-12-20 RcsilicntSwledC.ateVelve EJ(EastlordanlronWurkti) 2JFIowMascerGateValve&Boxes OS/24/IR MatcoGatcValvc Matco-�orca 225MR AWWA/A�SICIIS/An21.15 4"tol6" Water - Piues/Valves & FittinQs/Rabber Seated Butterflv Valve 33-12-21 (07/10/14) H.I-30 Rubbcr Scatcd Ruttcrflv Valvc Henry Prart Ca AW WA C-504 24" H.I-30 Rubbcr Scatcd Ruttcrflv Valvc Mucllcr Co. AW WA C-504 24"and smallcr I/II/99 r1-30 Rubbcr5catcdButtcrfl Valve Dc�.urikValvesCa AWWAG504 24"andlac ec 06/12/03 EI-30 ValmaticAmericanB�tterfl Valve ValmaticValveandManufacnein Cor. ValmaticAmericanB�tterFl Valve. AWWAG504 U To84"diameTer 04/06/U7 E I-30 R�bber Seated B�tterFl ' Valve M&H Valve M&H St le 45U0 & 1450 AW WA G504 24" to 48" 03/19/IS 331221 RubbcrScatedRuttcrflyValve G.A.Industrics(GoldenAnderson) AWWAC504RutterFlyValvc AWWAG504 30"-54" Water - Polvethvlene Encasement 33-11-10 [Ol/08/13) OS/12/OS H.I-13 Pol �cth Icnc F:ncasmcnt Flexsol Packa in Ful�on Entec ci AWWA CI05 8 mil I.I.D OS/12/OS H.I-13 Pol �cth Icne F:ncasmcnt Mountain States Plastics (MSP and AEP Ind. Standard Hardware AWWA CI05 8 mil 1.1 D OS/12/OS H.I-13 Pol�cth IcneF:ncasmcnt AEPlnd�stries Bullstron b CowtownBolt&Gaskct AWWACI05 8miILI.D 09/06/19 33-I I-I I Pol �cth Icne F:ncasmcnt NorthTown ProducTs Inc. PH. Encasement for DIP AW WA CI05 8 mil LI.D Water - Samuline Station 3/12/96 Watcr Samplin� Srntion Wntcr Plus R20 Warcr Samplin Starion Water - Automabc Flusher ncr n-m�-z-¢2�-�ea2(P�,n�ni�> 10/21/20 AutomatalPlushin Sstcm Mucllcrlly�lrueuard IIG2-A-IT'-2-PVC-0IB-LPLC�Pcrmancnl) 04/09/21 AutomatcdFlushingSystcm KupfcrlcPuundryCompany EclipscN9800wc 04/09/21 AuTomaTed Fluahing Sya[em Kupferle Foundry Company Eclipse'�9700 (Poe[able) * From Original5tandard Products List Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 03/19/2021 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021) 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6' CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST **Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed. Updated: 10/13/21 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Pipes 33-05-13 (Rev 03/19/21) 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60" CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST Updated: 04/14/21