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Home My WebLink AboutContract 55818-PM1CSC No. 55818-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 6 Last Revised Utilities & Pavin nn i i i� T�.,;�.,�;,.r �,. u;aao,.� n� i�ni�n�n �� 4 nn �i i� Tr��,-,,,.�;,.�„ �� ;aao,-„ n�i�ni�mn vv-rrz� �rcv�v �g � nn /n�� 00 42 43 Pro osal Form Unit Price OS/22/2019 nn�� nn in�n� 00 45 11 Bidders Pre ualification's 04/02/2014 00 45 12 Pre ualification Statement 09/O1/2015 nn nc i� n�/nni�mn �� o 00 45 26 Contractor Com liance with Workers' Com ensation Law 04/02/2014 gA-4�49 nQ �� 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 Electrical & Streetli hts nn i i i� T�.,;�.,�;,.r �,. u;aao,.� n� i�ni�n�n �� 4 nn �i i� Tr��,-,,,.�;,.�� ;aao,-„ n�i�ni�mn vv-rrz� �rcv�v �g � nn /n�� 00 42 43 Pro osal Form Unit Price OS/22/2019 nn�� nn in�n� 00 45 11 Bidders Pre ualification's 04/02/2014 00 45 12 Pre ualification Statement 09/O1/2015 nn nc i� n�/nni�mn �� 00 45 26 Contractor Com liance with Workers' Com ensation Law 04/02/2014 gA-4�49 nQ �� 00 52 43 A reement 06/16/2016 00 61 25 Certificate of Insurance 07/O1/20ll 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 89�-99 �oro..,,� r„�a:.;,,�„ > > ��T �8 n� in�n� 00 73 10 Standard City Conditions of the Construction Contract for Developer O1/10/2013 Awarded Pro�ects CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Division O1- General Re uirements Last Revised O1 11 00 Summa of Work 12/20/2012 O1 25 00 Substitution Procedures 08/30/2013 O1 31 19 Preconstruction Meetin 08/30/2013 ni �i �n n�ini i�ni i �o �T O1 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 O1 45 23 Testin and Ins ection Services 03/20/2020 O1 50 00 Tem ora Facilities and Controls 07/O1/20ll 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 O1 66 00 Product Stora e and Handlin Re uirements 04/07/2014 O1 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 O1 78 23 O eration and Maintenance Data 04/07/2014 O1 78 39 Pro'ect Record Documents 04/07/2014 CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 32 - Exterior Im rovements 32 13 13 Concrete Pavin 540 Metal Beam Guard Fence 544 Sin�le Guardrail Terminal Date Modified O 1 /07/2021 O1/07/2020 O1/07/2020 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http: //fortworthtexas.�ov/tpw/contractors/ or https://apps.fortworthtexas.�ov/Proj ectResources/ Division 02 - Existin Conditions 02 41 13 Selective Site Demolition 02 41 14 Utili Removal/Abandonment 02 41 15 Pavins Removal Division 03 - Concrete Date Modi�ed 12/20/2012 12/20/2012 02/02/2016 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 ll/22/2013 26 OS 10 Demolition for Electrical S stems 12/20/2012 26 OS 33 Racewa s and Boxes for Electrical S stems 12/20/2012 26 OS 43 Under round Ducts and Racewa s for Electrical S stems 07/O1/2011 �ti�no r,,,�..,.,,�:,..,�:,,r� ra„i�: r�,,,.� r„�a,,:+ mi�� Division 31 - Earthwork 31 10 00 Site Clearin 12/20/2012 31 23 16 Unclassified Excavation O1/28/2013 31 23 23 Borrow O1 /28/2013 31 24 00 Embankments 01 /28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 �'� �s , � �� 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Im rovements 32 O1 17 Permanent As halt Pavin Re air 12/20/2012 '27 nl 14 To,v...,..-.,r., A�..b..,1�D.,.,;.,.,.Do...,;« 17�')n�')n�7 �z-vrTv r�r�v�mz CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 O1 29 Concrete Pavin Re air 12/20/2012 �'�� ,o.,;,.iv �„�o �,.,,..�v� ,�� 32 ll 29 Lime Treated Base Courses 12/20/2012 �� r�o,..or� rr,.o.,�oa R.,�o r,.,,,-�o� ,�i��z Z �� nQ i�� 32 12 16 As halt Pavin 12/20/2012 � �� n��z 32 13 13 Concrete Pavin 12/20/2012 32 13 20 Concrete Sidewalks, Drivewa s and Barrier Free Ram s 06/OS/2018 32 13 73 Concrete Pavin Joint Sealants 12/20/2012 � ��o , � �� 32 16 13 Concrete Curb and Gutters and Valle Gutters 10/OS/2016 32 17 23 Pavement Markin s 11/22/2013 2 7�� nzrrv�o i� 2� 2 i i� ��.,;� �o�,.o� .,ra �.,�o., i �i�ni�ni � �� r�-z-vravzz �7 21 �ti �xr;«o Z'o.�,.o� .,.�,7 �.,�o„ i�i�ni�ni� �rzv rrr-avrav�z �� xr,,,,a �or,.o� .,�,a �,,.o� i�i��z 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 32 93 43 Trees and Shrubs 12/20/2012 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 33 03 10 B ass Pum in of Existin Sewer S stems 12/20/2012 33 04 10 Joint Bondin and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Ma nesium Anode Cathodic Protection S stem 12/20/2012 �� n� �n n�ini i�ni i �--v�-�v mTvrr�viT 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 Backf'ill 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 1310 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 33 OS 20 Au er Borin 12/20/2012 33 OS 21 Tunnel Liner Plate 12/20/2012 � ��z , � �� , � �-,�� 22 nc �� nti/ini�ni� �--v�-zT vvrr�rzoz� � 2�� l � /'�r�-rvrz oiz 33 OS 30 Location of Existin Utilities 12/20/2012 33 11 OS Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pi e 12/20/2012 CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 11 11 Ductile Iron Fittin s 12/20/2012 33 11 12 Pol vin 1 Chloride PVC Pressure Pi e 11/16/2018 22 � 1 1� i�/�ni�ni� �-�r� , , m-�vrzvzz �4 l � /'�r�-rvrzoiz 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 � ��T , 7 �1�n� 33 12 20 Resilient Seated Gate Valve 12/20/2012 2 2�T i � i��n� 33 12 25 Connection to Existin Water Mains 02/06/2013 22 i� �n i�i�ni�ni� � J— rz- ✓v r�-=-vravzz 33 12 40 Fire H drants O1/03/2014 33 12 50 Water Sam le Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembl 06/19/2013 � ��s , � �� , � i�� o/�z'-'z 33 31 20 Pol vin 1 Chloride PVC Gravit Sanita Sewer Pi e 06/19/2013 33 31 21 Pol�vinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 12/20/2012 � ��z , � �� , � �-,�� 33 31 50 Sanita Sewer Service Connections and Service Line 04/26/2013 � ��o , � �� 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 � ��o , � �-,�� no i�i��z 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 � ��T , � �� 22 �1 1� ii/�2/�nlc �z �� l 7 /'��-rvrzoiz �� nti ni ci„�.oa C�,.,-.v, n,-.,;r� n�ini i�ni i T.r-Tv-vr v-rr�v�rsvrr 22 �� n� rr,-o..,.t, r�.-.,;..� n�ini i�ni i �--Tv-vt mTvrr�viT 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/O1/2011 Division 34 - Trans ortation 2� �1 ln inii�i�nic �-rrTv rvrr=,-cor✓ 7� n�"rfi�-vi Y-Tt�r�CriYirL�t71 b8attrttt.f��.[CVYi�GL l'�/1�� ^ �"�z �� n n�� n�� 'zn �1 �� iii��i�ni� �r�rrr �� 2 �� l 7/'��-rvrz oiz 2 �I� A�� l l l'��r�zrivi� 2 �1�0 � � /7nr�vi� 34 41 20 Roadwa Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadwa Luminaires 06/15/2015 CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 �n n�� ntiii�� 34 41 20.03 Residential LED Roadwa Luminaires 06/15/2015 34 41 30 Aluminum Si ns 11/12/2013 2� �1 Cn n�/��/�mti �-rr�v vz-rz-vrz-o-ry 34 71 13 Traffic Control 02/26/2016 Appendix GC-4.01 Availabiliry of Lands GC-4.02 Subsurface and Physical Conditions ��g� u,,,,,..a�„� ��.,;..,.�,..o�.,,i �,.ra;�;,.� .,� �;�o r�r� ti nti r� r�r:�,,,.:�.. .,�,a �xr,,.�.v� n.. �oa �„�:�o„� ��o,...,.:�o r,.,�...i:,,�,.o �, . . GG6.09 Permits and Utilities �'Q-.r,—�z,'z4 ,.T„�a;�,...;.,.:�.,�:,,� GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 2Q 2020 0o az as DAP-BIDPROPOSAL Pagc I ot7 SECTION 00 42 43 Developer Awarded Prajects - PROPOSAL FORM UNIT PRICE BID Project Item Infomietion Bidlist item No. ^ Description UNIT 1: 9 0241.1118 4"-12" Pressure Plug � 2 3201.0127 10' Wide Asphait Pvmt Repair, Arteriai 3 3305.D003 8" Wateriine Lowering 4 3305.0109 Trench Safety 5 33i 1.00Q1 Ductile Iron Water Fittings w/ Restraint 6 3311.0261 8" PVC Water Pipe 7 3312.000� Fire Hydrant & Gate Value 8 3312.2003 1" Waier 5ervice {domestic) 9 3312.2003 1" Water Service (imgation) 70 3312.2203 2" Water Service {irrigation) � 11 _�33t2,3003 8" Gate Valve 12 _ �3312.3403 8" Gate Val�e (Pressure Piane Va'vej � 13 3312.4308 30" x 24" Tapping Sleeve & Valve � 14 3471.0013 Traf#ic Control 15 . 16 17 18 19 20 21 22 23 24 25 is 27. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Q5 C1TY OF FORT WORT13 STANDARD COVSTRUCTION SPECIFICATION �OCUMF.NTS - DEV[LpPF.R AW'ANllND PROIECTti Fotm Vrrsion Mey 22, 2019 Bidder's Application Specification Unit o£ Bid Seceon No. �feesure Quantity IMPROVEMENTS 02 41 14 EA � Bidde�'s Proposal Unii Price I Bid Value 32 01 17 LF 10 $100.00 $1.000.00 33 05 12 EA 12 $2,500.D0 $30,000.00 330510 LF i2033 $1.00 $12,033.00 339111 TON 1J __$5,000,00 �$8,_500A0. 331112 LF 12033 $34.00 $409,122.00' 33 12 40 EA 14 $4,5�0.00 $63,OOO.U01 _...... __.� _ .-,., ,. 331210 EA 271 $950.00 $257,450.00 331210 EA 13 $1,000.00 $13,000.00 �331210 � EA � 7� $2,200.D0� $2,200.00� 33 12 2C � EA j 23' $1,250 0U� $28,%SG.00; � 33 12 20 i EA � 2� �1,456 OQ'� _�__. $2,°OO.UO 33 12 25 EA i 2 $14,500 00 $29,000.00' 347114 � MO_ f 1��$1,500.00� �1,500.00� 004I4�_Bid Propusal_Wa1a.SS, SD, PV.xts 0o az as DAP-BIDPROPOSAL Pagc I ot7 SECTION 00 42 43 Developer Awarded Prajects - PROPOSAL FORM UNIT PRICE BID Project Item Infomietion Bidlist item No. ^ Description UNIT 1: 9 0241.1118 4"-12" Pressure Plug � 2 3201.0127 10' Wide Asphait Pvmt Repair, Arteriai 3 3305.D003 8" Wateriine Lowering 4 3305.0109 Trench Safety 5 33i 1.00Q1 Ductile Iron Water Fittings w/ Restraint 6 3311.0261 8" PVC Water Pipe 7 3312.000� Fire Hydrant & Gate Value 8 3312.2003 1" Waier 5ervice {domestic) 9 3312.2003 1" Water Service (imgation) 70 3312.2203 2" Water Service {irrigation) � 11 _�33t2,3003 8" Gate Valve 12 _ �3312.3403 8" Gate Val�e (Pressure Piane Va'vej � 13 3312.4308 30" x 24" Tapping Sleeve & Valve � 14 3471.0013 Traf#ic Control 15 . 16 17 18 19 20 21 22 23 24 25 is 27. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Q5 C1TY OF FORT WORT13 STANDARD COVSTRUCTION SPECIFICATION �OCUMF.NTS - DEV[LpPF.R AW'ANllND PROIECTti Fotm Vrrsion Mey 22, 2019 Bidder's Application Specification Unit o£ Bid Seceon No. �feesure Quantity IMPROVEMENTS 02 41 14 EA � Bidde�'s Proposal Unii Price I Bid Value 32 01 17 LF 10 $100.00 $1.000.00 33 05 12 EA 12 $2,500.D0 $30,000.00 330510 LF i2033 $1.00 $12,033.00 339111 TON 1J __$5,000,00 �$8,_500A0. 331112 LF 12033 $34.00 $409,122.00' 33 12 40 EA 14 $4,5�0.00 $63,OOO.U01 _...... __.� _ .-,., ,. 331210 EA 271 $950.00 $257,450.00 331210 EA 13 $1,000.00 $13,000.00 �331210 � EA � 7� $2,200.D0� $2,200.00� 33 12 2C � EA j 23' $1,250 0U� $28,%SG.00; � 33 12 20 i EA � 2� �1,456 OQ'� _�__. $2,°OO.UO 33 12 25 EA i 2 $14,500 00 $29,000.00' 347114 � MO_ f 1��$1,500.00� �1,500.00� 004I4�_Bid Propusal_Wa1a.SS, SD, PV.xts 00 42 4? DAP - B1D PROPOSAL ➢agc 2 of 7 SEC710N 00 42 43 Dsveloper Awarded Prajects - PROPQSAL FORM UNIT PRICE BID Projcct ]teru Infornwtion Bidlist I No. ' 1 2 3 4 5 6! � 8 9 10 .�1_. 12 13-- 14 15 16 17 18 19 20 2i 22 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37' 38 39 40 41 42 43 44 45 Description 0241.2015 Remove 12" Sewer Line 3137.0102 Large Stone Riprap, dry 3301.0002 Post-CCTV Inspection 3301.0101 Manhole Vacuum Testing 3303.0001 Bypass Pumping 3305.0109 Trench Safety 33�5.0202 ImpoRed Embedment/Backfill, CSS 3331.31 Q1 4" Sewer &ervice ,3331.4115 8" Sewer Pipe 3331.4� 17 8" Sewer Pipe, Select Backfill 3331.4215 15" Sewer Pipe DIP 3339.0003 Liner - 4' Sewer MH 3339.1001 4' Manhole 3339.1002 4' Drop Manhole 3339.1003 4' Extra Depth Manhole 3305.0116 Concrete Encasement for Utility Pipes 3471.0013 Traffic Control Bidder's Application Bidder's Proposal Specification lhiit of Bid Unit Price Bid Value Section No. INessme Quentity --�� ^-- --` 02 41 14 31 37 00 33 01 31 33 01 3D 33 0310 33 05 10 33 05 10 33 31 50 33 31 20 33 i t 10 33 11 10 33 3f160 33 39 10 33 39 i 0 33 39 10 330510 34 71 14 LF SY LF EA LS LF LF EA LF LF LF VF � EA EA VF CY , MO 401 361 11072 47 � �io�z 1001 285 11072 920� 401� 174;, 42i3, 257 41� 11 $20.00 $125.00 $4.00 $150.00 $8,500.00 $2.00 $12.00 $65U.00 $38.00 $48.00; $��o.00� $385A0� $4,370.00! $7,0OO.OD! $185.OQ � �200.00 $1,500.00� $s,o2o.00 $45,125.00 $44,288.00 $7,050.00 $8,500.00 � $22,144.00 $12,012.d0 $185,250.00 $420,736.00 $44,160.00i $48,12G.(i0 ; $66,990.00 $183, 540.00 $21,000.00 $47,545.OD $8,200.00 $1,500.00 crrr oF Fox� wox•rH STANDARD CONStRUC770N SPEGI�7CATION DOCUMENTS - DEVELOPER AWARDED PAOJECTS Fortn Version May 22, 20I9 0042 4l_Bid Proposel_Water,55, SD, PV.xk OG 42 43 DAP - B1D PROPOSAL Pagt 3 of 7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Infotmetion Bidlist I No. Description 1 0241.0800 Remove Rip Rap 2 0241.4401 Remove HeadwaA/3E7 3 3125.0101 SWPPP Z 1 acre 4 3137.0102 Large Stone Riprap, dry 5 3305.0109 Trench Safety 6^ 3292.0440 Seeding, Hyd�omulch 7 3341.Q201 21" RCP, Class Iil , 8� 3341.U205 24" RCP, Class III 9 3341.0208 27" RCP, Class III 'f 0 3341.0302 30" RCP, Class III 11 �3341.03Q2 33" RCP, Class ill 12 +3341.03g9 36" RCP, Class III 13 � � 3341.0402 42" RCP, Class III 14 �3341.0409 48" RCP, Class III 15 3341.0502 54" RCP, Ciass III 16 3341.0602 60" RCP, Class III 17 3341.07Q1 72" RCP, Class ill 18 3349.0001 4' Stortn Junction Box 19 3349.0002 5' Stortn Junction Box 20 3349.0003 6' Storm Junction Box 21 3349.5009 10' Curb Inlet 22 3349.50�2 15' Curb {niet 23 3349.5003 20' Curb Inlet 24 3349.6001 10' Recessed lnlet 25 3349.6003 20' Recessed Iniet 28 3349.7001 4' Drop Inlet 27 3349.0004 7' Storm Junction Box 28 3349.0006 11' x 11' Junc2ion Box (Cast in Place) 29 3349.4006 12' x 92' Junction Box (Cast in Place) 30 3349.XXXX 24" Sloping Headwail 31 3349.XXXX 27" Sloping Headwall 32 3349.XX)OC 3fi" Sloping Headwall 33 3349.XXXX 42" Sloping Headwall 34 3349.X)00C 48" Sloping Headwall 35 3349.XXXX 54' Sloping Headwall 36 3349.XXXX 72" Sloping Headwall 37 �3349.1005 30" Flared Headwall, 1 pipe 38 3349.1007 36" Flared Headwall, 1 pipe 39 3349.2011 48" ParaAe! Headwall, 1 pipe 40 9999.0015 Outfall Weir Structure 41 9999.0018 Goncrete Lined Channel and Flume 42 ---__.�__ �. . __ 43 44 45 [iidders Proposal _� _._-- - -_ _ SpeciScation Unit of ��d Unit Price Bid Value Secdon No. Measurc Quantity I �_' __ _..-- -•- 02 41 13 02 41 14 31 25 00 31 37 04 33 05 10 32 92 13 33 41 10 33 41 10 33 41 10 I35 41 10 ;36 41 10 '384i 10 i3341 10 !3341 10 �33 41 10 43341 10 i33 41 10 33 49 10 334910 33 49 10 33 49 20 33 49 20 34 49 20 33 49 20 33 49 20 33 49 20 33 49 10 33 49 10 334910 33 39 40 33 39 40 133 39 44 33 39 40 33 39 40 33 39 40 33 39 40 33 39 40 34 39 44 33 49 40 33 49 10 31 37 00 TOTAL UN1T 3: SF EA LS SY LF SY LF LF LF LF Lf L. f LF LF LF LF LF EA EA EA EA EA EA E,t1 EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA SY Bidder's Application 765 2 1 1,226 8,131', 55763� 683 1,819' 86I 589i 2831 1,788'. 817' 518� 1,286 29 233 40 4 5 �BI 1 7 5 3 1 1 1 2 1 2 3 2 1 � 1 2 259 $2.0 $1,000.00 $2,500.00 $'125.00 _ $1.00 $2.00 $65.00 $70.00 $76.00 594.00 $100.OQ $190.00 $135.00 � $,so.oaj $210.00 � $340.00 $6,D00.00 $S, 500.OQ $16,500.00 $3,200.00 $4,204.00 $5,200.00 54,200.00 $6,400.00 $4,500.00 . _,- _.,.: _ $17,540.00, $25, 300.00 $38,400.D0 $3,000.40 $3,500.00 $4,000,00 $5,000.00 $5,500.00 $6,5D0.00 $8,5D0.0� $4,50D,00 $5,500.00 $8,500.00 $42,5�0.00 $105.00 0 $1,530.00 $2,000.00 $2,500.Q0 $153,250.00 $8,131,00 $111,526.00 I $44,395.00 I $127,330.00 $6,536.00 j $53.010.00 i � $LFr,.9U�3.��'.,. $196,6£}Q.00 j $110,295.Q0 $a2,s80.00 $270,060.00 $6,960.00 $79,220.00 $60,000.00 $34,000.00 $82,500.00 $22, 400.00 . $75,600.00 $5,200.00 _, $29,400.00 $32,000.00 $13,500.00 $17,500.00 $25,340.00 _. . .. $38, 4Q0.00 $6,0OO.OD $3,500.00 $i2,000.ao $10,000.00 $11,000.00 $19,500.00 $'19,000.00 $4,500.00 $5,5D0.00 $8,500.00 $85,000.00 $27,195.00 CITY OF FORT WORTN S'PANDARD COI�S"I'Rll(T70N SPEf,IF1CATI0N DOCUtVtFNT5 - DEVELOPER AWARDED PROJECTS Forsn Version May 22, Z019 00 42 4)_Bid Pro➢osul_Water.SS, S�, PV.zk 0o a2 aa DAP - f11D PROPOSAL Pagc 4 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL F�RM UNIT PRICE BID Project Item Infommtion I Bidlist ltem Na Description UNIT 4: PAV 1 3241.0400 Hydrated Lime 2 3211.0501 6" Lime Treatment 3 3213.0101 6" Conc Pvmt (4,000 PSI) 4 3213.0301 4" Conc Sidewaik 5 3213.0501 Barrier Free Ramp, Type R-1 6 32i 3.0506 Barrier Frae Ramp, Type P-1 7 3471.0001 Traffic Control 8 9999.0010 Remove EOR Barricade 9 TxDOT 05406005 Terminal Anchor 5ection 10 TxDOT 05406001 MTL W-BEf1M GD FEN (TIM POST} _ 1 1 ,TxDOT 05446Q01 Guardrail End Treatment (instal!) 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 CITY OF FOR7 WORTH STANDARD CONSTRUCTION SPECIFICATIpN DOCUMEN'CS- DEVELOPER AWARDED PROJF.CTS Porm Vetsion May 22, 2D] 9 Specification Section No. 41PROVEMEI 32 11 29 32 11 29 321313 32 13 20 321320 321320 34 71 9 3 00 00 00 00544 Umt of Measure rg TON SY SY SF EA EA MO EA EA j LF EA Bidder's Application Bidder's Ymposal B�a Umt Pnce Bid Velue Q�� __.�. 812 $180.00 � $146,160A0 40,605 $3.OQ $121,815.00 36,914 $35.50 $1,310,447.00 9,350 $3.25 $30.387.50 12 $1,20D.00 $14,400,00 18 $1,200.00 $21,600.00 1 $1,500.00 $1,500.00 ' 1 $200.00 $200.00 2 $1,500.00 $3,000.00 54 $30.00. $1,620.QOi 1 � $5,OQ0.00� $5,000.00; (q 42 4} Rid Pmposal_W9ta,SS, SD, PV.xls DO 42 43 DAP-BIDPROYOSAL Page 5 of 7 SECTION 00 42 43 developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item ]nfoimation No. � Description 1 0241.1100 Remove Apshalt Pvmt 2 3211.0400 Hydrated Lime 3 3211.0502 8" Lime Treatment 4 3212.0303 3" Asphatt Pvmt Type D 5 3212.0503 6" Asphaft Base Type B 6 3213.0102 7" Conc Pvmt (4,000 PSI) 7 3213.0103 8" Conc Pvmt {4,000 PSI} 8 3213.0104 9" Conc Pvmt (4,000 PSI) 9 3213.0301 4" Conc Sidewalk . -- _.__ _ - --, .T . _ . _ .. _ 10 3213.0501 Barrier Free Ramp, Type F2-1 11—�3213.0506 Barrier Free Ramp, �ype R-1 12 3291 �0100 Topsoi,� � v � — '13` 3292.0100 Biock Sod Placement 14 �3292.0400 Seedrng, Hydromulch 15 13471.00Q1 Tra�c Control 16 9999.0010 Remove EOR Barricade 17 9999.0011 Instail EOR Barncade 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 SpeciScation I Unit of Section No. Measure 02 41 15 32 11 29 32 11 29 32 12 16 321216 32 13 13 32 13 13 32 13 13 32 13 20 132 13 20 32 i320 3Z Q? 19 32 92 13` 32 92 13 347113 00 04 00 00 00 00 SY TON SY SY SY SY SY SY SF .EA EA CY SY SY MO EA ,EA Bidder's Application Bidde�s Nmposal Bid Q�� Unit Price Bid Valae --____._._..._ . __ _________� 3708 $12.D0 $44,496.OD 361 $180.00 $64,9$0.00 18050 $3.50 $63,175.00 . 307 $20.00 _ $6,140.00 ._ _307 $_40.00 __$12,280.00 5'112 $42.00 $214,704.00 5243 $48.00 $251,664.00 5747 554.00 $310,338.00 � 60151 $3 25 $195 490.75 � _ . 4i $1,204.00; $4,800.00� `�U' �$1.200.OU,' S12,GOG.Dd 2325' _ $24.00; 555,89�.00; 4662� $6.00 $27,972.00; 9313' $2.00� $18,626.00� 1� �4,500.D0� $4,500.00� _ 2� $200.0,0 $400.00 2� _._ . $500.00� $1,000.00 C17Y OF FORT WORTH STANDARD CONSTRUCTIOT. SPECIFICATI6N DOCUMLNTS - DEVELOPER A WARDED PRDJECTS Form Vcrsion Mey 22, 20t9 004243_Hid Pruposel_A'sIa,SS. SD, PVxts SECTION OQ 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Informetion Bidlist , No. 1 2 3 4 5 6 7 S 8 10 11 12 13 14 15 16 1? 18 19 20 21 22 23 24 25 26 27 28 29 30 3'i 32 33 34 35 36 37 38 39 40 49 42 43 44 45 Description Q241.1100 Remove Asphalt Pvmt 3211.0400 Hydrated Lime 3211.p502 8" Lime Treatment 32i2.0303 3" Asphatt Pvmt Type D 3212.0503 6" Asphalt Base Type B 32'13.0103 8" Conc Pvmt (4,OOD PSl) 3213.0104 9" Conc Pvmt (4,000 PSI) 3213.0301 4" Conc Sidewalk 3216.0101 6" Conc Curb and Gurisr 3217.0001 4" SLD Pvmt Marking HAS (W ) ..._._ . _�_ _...-. �__._ ,___._-. _.__ . _� 3217.0002 4" SLD Pvmt Maricing HAS (Y) ___ _ ____ _�__ --- - 3217.Q003 4° BRK Pvmt Marking HAS (W) 3217.0501 24" SLD Pvmt Marking HAE {W) 3217.1002 Lane Legend Arrow I3291.010� Topsoil .._ _ _.._ -_. _ �: . 3292.0100 Block Sod Placemenf _ -.... _ __.... 3292.040Q Seeding, Hydromulch 3471.000'I Tra�c Control 9999.001Q Remave EOR Barricade 00 42 43 DAP - BID PROPOSAL Page 6 of 7 Bidder's Application __--�-__---------------�_ __�___�� Biddefs Proposal Specification Unit of Bid Section No. Mcasure Quac�tity 02 41 15 32 11 29 32 11 �29 32 12 16 32 1216 321313 321313 32 13 20 321613 �321723 32 9 7 23 �321723 (32 7723 � 32 17 23 �3291 19 32 92 13 ,329213 �134 71 13 00 00 00 SY TON SY SY SY SY SY SF LF LF LF LF LF EA CY SY SY MO EA 4,402 34Q 17003 134.13 ,201 i 58,748 3707 ! 410i ; 4259: ' 2980' , - 71j ._1� 6696{ _13406a Unit Price `- ! ~ . Bid Valuc $12.00 $52,824.00 $180.00 $61,200.00 $3.50 $59,510.50 $2D.00 $660.00 $40 00 ,_,_, $1 320,00 $48.00 $54.00 52.00 i _ �2.00 $2.D0, - $20.00 � �75�.D0! $24.00 � $6.OD j $2.00 � $4,5QO.OQ $200.00 $108,594.00 $190,931.00 $14,828.00 _ $820.00 $F3,5i $.UO �5,96Q.00 $1,420.00 $75Q.00 $160,T04.00 $SQ,436.00 $53,486.00 $1,400.00 C[TY pF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCtJ.'�1ENT5 � DEVELOPER AWARllED FROlEC75 Form Vcrslon Mey 22, 2019 p0 42 4}_Bid Ymposal Watcr,SS, SD, PVals W424} DAP • BID PROPOSAL Page 7 of 7 SECTION 004243 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Infor�tion Biddefs Proposel B��<<�m �� oo Specificatioo Unitof Bid No. � Section No. Measure Q��ry Unit Price Bid Value Btd Sammary UNIT 1: WATER IMPROVEMENTS UNIT 2: SANITARY SEW ER IMPROVEMENTS UNIT 3: DRAINAGE IMPROVEMENTS UNIT 4: PAVING IMPROVEMENTS UNIT 5: ONSITE ARTERIAL PAVING IMPROVEMENTS (CREDITS) UNIT 6: OFFSITE ARTERIAL PAVING IMPROVEMENTS (CITY) Total Conatrucdoo Bid This Bid is submitted by tbe entity named below: BIDDER: C'unatse� Constructia� TS, (_Y. 53:7 �v;cnite sr. FmY Worth,'IX 761 i4 ContnMor egrees ta compleh WORK for FINAI. ACCEPTANCE witbin CONTRACT commeeces m run es provided In the General CondlHoqs. BY: Brock Flu_�in< TITLE: Fresidcnr DATE: O C�'/j 8I Z 0 Z� END OF SECTION 250 worldae days after the date when the $860,955�,00 $1,174,180.00 $1 i932:098.00 $1,656,129.50 $1,288,461.75 $1,451,685�50 75 CITY OF FORT WORTH STANDARD CONSfRUCT10N SPECIFICATION DOCUMENTS - DEVELOPER A WARDED PROJECfS Form Vasion May 22, 2019 pp 4213 Bid Propos�l_W�tc,SS, SD, PV.xtr 004511-i BIDDERS PREQUALIFICAT]ONS Pege 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is '7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to bc opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balarrce Sheet 1 S (2) lncome Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) 1'�otes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporarion, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application_ 26 (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification 28 number visit the Texas Comptroller of Public Accounts online at the 24 following weh address www.window.state.tx.us/talcvermit/ and fi11 out the 3Q application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) 'Ifie firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DiJNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF F�RT WOR'I1-1 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised April 2, 2014 00 45 11 - 2 $IDAERS PRGQUALIFICATIONS Page 2 of 3 1 2 3 4 5 10 11 12 13 14 15 16 17 18 l9 20 2l 22 23 24 25 26 27 28 29 3� 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting fir�ns performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (S) The City will not recognize any certified public accountant as independent who is not, in fact, independenk. (6} The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been canducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a yualified apinion on the statements taken as a whole. (7) The Ciry reserves the right ta require a ne�r staie�nenk af� any time (8) The financial staternent must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Faragraph 1. (9) The City will determine a contractor's bidding capacity for the purpases of awarding contracts. Bidding capacity is determined by multiplying the positive net warking capital (working capital= current assets — current liabiliries) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes af construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notarion of "None" or "N/A" should be inserted. (2) A minimum of five {5) references of related work must be provided. (3) Submission of an equipment schedule which rndicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequaliiication. The schedule must include the manufacturer, model and general common descriprion of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable fmancial ability or performance. c. The City will issue a letter as to the status af the prequalification approval. CITY OP FOR'I' WORTH STANDARD CONSTRUCT101d SPF.CIF'ICATION DOCUMENTS Revised April 2, 2014 Chapel Creek Phase 5 102048 0045I1-3 BIDDGRS PKEQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated an the letter. 3 4 5 6 $ END OF SECTION CITY OF FORT WOR"I'H Chapel Creek Phase 5 STANDARD CONS7'RUCTION SPECIFICATION DOCUMENTS 102048 Revised Apri12, 2014 ooas iz DAP PREQUALIF7CATION STATEMENT Pege 1 of 1 SECTION 00 4512 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 Tv��e" box proy_ide the complete major work.��Fe and actual descri�tion as provided b� the Water Department for water and sewer and TPW for pavin� Major Work Type Water Distribution Development �>_ s in.� Sewer Collection System, Development (>_ 8 in.) Concrete Paving Construcrion (>_ I S,U00 squaze yards) Jo�nqtSer C�rUCfia� TX � �P C�t�rGGr�StrtrtCiit�TX, �p Prequalification i��3i /a� io/3�/ai ��3ia3 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently pregualified for the work types listed. BIDDER: Company Name: �jphCXj�$�j� (�1"15t11,1G�1CY'1 gy; �'LX,� �C.K� I f'1 S Tx,�p � Aa��s: ,-�a-� W� un i t4 s1'. - - ., gnature) F"�" • ��h �� 1tDi (q TITLE: �e51 C��YIt DATE: O,S�� g�2o Z I END OF SECTION Contractor/Subconlractor Company Name Crf�o�'1 TX, Lp CITY OF FOR7 WORTH STANDARO CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROlECTS 0045 12_Prequallficatbn Statement 2015_DAP.dacx Fortn Verslon September 1, 2015 00 45 26 - 1 CONTRACfOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102048. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: ��tSerCrns'Ivu�tia-1TX, l_P sy: t-ic-1 '1'1S _ _ — Company (Please rint) � a►�l 1IV t C�(1 I ti7 S'i"• Signature: --¢��,� • Address �t . V1i01/t"�I+SX 1101 � 9 Title: �IrQ 51 C�eYI �" City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT B�RE ME, the undersigned authority, on this day personally appeared _�� ____ , lrnown to me to be the person whose name is subscribed to the forc. ing mstrument, and acknowledged to me that he/she executed the same as the act and deed of T�('� p(}-�- for the purposes and T__._ _ - consideration therein expresse d in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of --- -- — � 20� . Q;RY.P ,e, KAMRA HOERIG Notary Public in and . r t ta oti f Texas :' � Noqry' Public, Stste ofTex� ,� �-�. �r._ �S •y c�o. �e.aensr� �'E af `�'+' Notary ID 13213162-8 END OF SECTION CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS �p2p4g Revised April 2, 2014 �as2a3-r S.�Feloper Awardrd Proteetslgreement Pc�ge 1 0! 4 1 �Ea`T"IQN Ofl 52 43 Q� (/ 2 AGKE �1N1EN7�" �� o �� Y- 3 THTS AGREEMENT, autl�€�rizec3 a�f is r�aade by and bet;�een the llevelc�p�r� _ ._ __..._-----_.__. 4 D.R, �Iorta�-Texas, Ltd, authorized tc� dca b siness §m "I'exas (<`Develcyp�r"), and C:c>naster 5 Ctanstructian TX, L.P., authorized to da business irf Texas, aeTing by and througP� its duly 6 authorized representative, ("C�ntractor"). 7 I?�veioper and Contractor, in consid�ration of th� mutual cavenants hereinaf'ter sat forth, agree as 8 foliaws� 9 Articte 1. WORK l t� Contractor si�all complete all �tork as spac#fied or indicated in the C s�ntraci Dc�cu��ents for th� 11 Project identi#i�d herein. 12 Articie 2, PROJECT i3 14 J� Ib t7 18 The �rojeet for �fiieh the Wark under the C'ontract I}ocuznents ma}° be the whale or onty a par� is �cx��fally a1��til��:cl es frxl]v�=s; C,'�t.�� el C;r�a�C �'�ase � �;i}� ProiectNumber: i0244� _ __._ Article 3, CONTR.AGT TIME 3. ] Tim� is of the essence. 14 Ali time limits for MiEestar�es, if any, and Final Acceptan�e as stated in th� Cantraer 20 Documents are ofthe esserace tc� this Contract. 21 3.2 Finai Acceptance, 22 °The W�rk wiil be camplete f�r Final Accep#ance x�ithin 25Q working days afler the date 23 wher� the C;antract Time comznences tc� run as provided an Paragraph 12.04 of the �tandard 24 City Canditions ofthe Cc�nstruction C�ontracr far Deveioper �warded Projects. 25 3.3 Liquidated damages 26 27 28 29 30 31 32 33 34 35 36 Contractar recognizes that tim� is of the essence of this �greement and that L}evelop�r witl suffer financiai loss if the Wark is not campleted within the times specified in Paragraph 3.2 abave, pius any �xtension t�ereof allowed in aecardance with ,hrTiele l0 of the Standard �ity Canditions af the Construction Gontract far Develap�r Awarded Projects. Th� Contr�ctor also recognizes the deiays, expense and difficulties invalved 'sn pro��ing in a legal praeeedang the actua! toss suffered by the L�evelnper if the Rfork is nz�i completed an time. Accordin�ly, inst�ad af requirir�g any such proof , Contractar agrees ihat as liquidated daz�iages for detay {but saot as a penalty), Coniracfor shali pay L?eveloper Six_Hundrecl Fi,r; Dcatlars ($GStt.(Jt1) fcar each day that expires af�er the time specified in Paa°agraph 3,2 for Final Acceptar�ce ur�tii the C�ty issues the Final Letter af Acceptance. CITY OF FORT WOEtT3T C,HAVI:I. t"izfeF;K T�HASP. S STANDAI2I) CONS ITtUC71f).�i SFECIi�tCA'i'aCiN I7f)Ci,I�i�:'NP5 -- I�EVEL{)PE�t A 4L'ARf?ED FRQ7EC"FS I Q2(}4R Revisad luna IG, 2Q16 �a s2 �s - z Develope, A44arded Prc�jec# Agrcement i�age 2 of 4 3� ��-t;r�� a. Ct�NTRACT PRICE 38 Uevrelo�er agree� to pay C;ontractc�r for perfomlance �f the Work in accordaF�ce avith the Gontract 39 I?ocuments an amount in current funds of iE1GH`� ?viIL.LIGN THiZEE HUIv'I}REI} SIXTI' 40 TITREE fiHC?LiSANI� FIVE i�UNDRED ANI� NTNF: L�f)L,i.ARS AND SEVEI�TY FIVE 4i CENi'S (�&,363>,509.75). 42 Artiele S, CQNT'IYACT DQCUMENTS 43 S,1 CUI�'TENiS: 4td 45 46 47 4& 49 �� M; .s � �j S4 S5 ;� 57 58 S9 60 6t �z G3 64 6S s� 67 G� 69 7t7 7l 72 73 74 3S A. The C;c�ntract i�ocurnents which camprise the eniir� agr�etnent betwee� i�ev�issper �rtd �ontractor cc�n�er��ng the Work consist af the follawing: 1. This Agr�ement. 2. Attachments ta this Agreernent: a. Bid Fcsrm {As provided by Developer) 1) Proposal Form (DAP Versiaca} Zj ��requaliti�ation �t�t�m�nt 3) State a��c� Fed�,ra: d.�c;urn�;nts (��rc�j�:r.� s��cifc:j %. ti��l�}�t'1il4.{,' ��...�RAl I`��}��I�l�`a'� c, Pa��ment Band (DAP Verss'an) d, Perfarmanc� ��nd (D�P Versiorf) e, Maintenance F3ond (UAF Vecsion) f. �tswer �ai �ttc�rnev for the Bands g. Worker's Cc�mpensation Affidavit f�. MBE andlar SBL: C:amm�tment Form (If requzred) 3. 5tattdard Gity Generat Gonditions c�f th� Gonstruction C'ontract for Develr�per Awarded Proje�ts. 4. Supplementary C'anditions. 5. Specifications sp�cificaliy made a p�rrt of the �ontract £�aeuments by attachment ar, if nat attached, as incarpc�rated by reference and described in the Table of Cantents of the Project's Contract I�acurxsents. 6. Drawings. ?. Addenda. 8. T3ocumentatian submitted by C�ntractar prior to Notice of Award. 9. 1'he follawing which may be delivere�t or issued after The Bffectiv� Dat� of the Agreeznent and, if issued, becorne an incorparated part of the Contr�ct lf�acuments: a. Notice to Proceed. b. F'ield C?rders. c. �han�e C�rciers. d. Letter c�f Final AcGeptanee. i,tiY E7F FQk7 WORT}i CHr�PEI.. CRE:E.K PHASE S 3"T'A;�DARD COAiSTiiiJC"[7t3N 3PECtFlCAT7dN t?C)C:IJMEN'€S — I}%V�I,(iPER ALi'ARDEL� PR�JEC.TS 102Q48 Retiised June15,2f}ifi l�flS243-3 L�eveloper A�varded I'rojact Agrecment Page 3 of 4 'I6 Article 6, IND�NT1�iIFICATION 77 78 79 SQ 81 82 83 84 85 �6 &7 88 89 9Q �i 92 �, 94 �S 9b 97 da] Contractor caven�nts and agrees to indernnify, hald harmless and defend, at its own expense, th� city, its officers, senants and emplayees, from and ag�inst any and all claims arisi�g out of, ar all�ged to arise out of, fhe work ar�d services tee be perform�d bp the cant�°actar, its officers, agents, employeesx subconfractars, licenses �r invitees under this contract, This indemn�catian �ro�_ visi,on �.s sr>eci�calt� intended ta a��ec°ate and bc effective even if it is alle�ed or �raven tbat att or some af the dama�;es bein�� sou�ht t�ere c�used, in �hote ar in �aart. b+ an� act. omissian ar �a.,_Ae li<�ence of tbe cit�� This ind�mnity �roYisian is intended to inc�ude, withaut Gm�itation, iudemnity for casts, e�penses an� iega[ fees incurred hy the city in def�nding a�ainst such claims and causes of actiflnso 6.2 Cautracte�r cc�venants and agrees ta indemnify and hald harmless, at its c�wn eapense, th� city, its offic�rs, senants and employees, from and against auy and ail loss, damage or desiruction of property af the city, arisiag out of, or alleged to arise aut �f, the work a�nd ser��fr+es t�a be gerfcarmed bv the cc�ntractor, its oCiicers, agentsf emplayees, ,��sts�€�z�fa�actors� lic��sse�s a�- iiz�fl€c�:s t�nde� this es�nlract. T�as ind�mnifica[i+�a� __ _ _.. ;:r�c��a��_�� s� cii��a,ll�� _ i�teneicd t� _��•��ai� and t;� �ffetti�=c � r�t� j�" �t is a�1� �ed c�r ._ _w.__v.._ ..�. .__ �oven that alt a�r sc��rte af the dama� bein<,:� so_ue-_ht �,ere caused in wbole or in r;art, b: an_� act, omassion or ne�_li;;ence of khe cit,, Ariicie 7s h�ISCE%,LANEOUS 98 i.l Ternas. 94 Tertns used in this A�reement ar� defined in Article 1 of Ehe Standarc! E;ity Caridit�ons of 140 the Canstructican Contract for T3eveloper Awarded Projects. ] O I 7.2 Assignment c�f Contract. IO2 This tlgre�mentF including aIl of the Contract L?acurza�nts may not be ass�gned by the t 03 Cantractor without the advanced express written consent of the DevetUper. i Q4 7,3 8uccessors and Assigns. t45 Deveaoper az�d Contractor each binds itself, its partners, suceessors, asszgns and tegal i�6 representatives tc� the other party hereto, in respect to ati covenants, �greem�nts and 1 Q7 obligatkons cantained in the Contract Documents. I08 7.� Severability, I09 Any provision or part of the Contra�t Docun�ents held tc� be uncans�itutaorsal, void c�r 1It3 unenforc�able by a court of campeient j�arisdict�on shaIi be d�emed stricken, and at1 i] t r�maining pravisions shall �oniinue to k�e valic� and binding upan L�EVELC?PF3� and i l� COI�ITRACTC�R. ► i 3 7.� Ciovenaing Law and Venue. I I4 T'his A�reen�ent, including ait af the Contra�t Uocun�ents is perfarrnable in the Staie of i t 5 T�x�s, Venue shall he Tarrarit �ouniy, Texas, or the United States Districi Court for the t�� Northem District of'i'exas, Fo� Worth I?ivision. CI7Y C)F F(altT VJC}RTF€ C�I�PEL Cft�EK PHASE S 5'i`ANt��RI? CC?NS7AUCTIC3A1 SPkiCIFi'CA7"ION UOCUME�NCS — DEY6LC�PF�R AWP,RDF..C� PRt?JECTS 102048 Revised Junel6,2Q16 005243-4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractar. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 Contractor: Developer: rc�tserConStrucfic�TX �p , -- __ � . B�: s�: (Sig re) � __ . __ _ _ — �gnature) ___—_ _ _ _ �troC,K Huaai r' ___ _ _�____ ---- ---_ , _ ____- - _ _ ___.. (Printed Name) Benjamm Clark T__ __ ___ _ _ Title: �sf C�Cr1 f' Title: Assistant Vice F'resident Company Nar�e:�t�' ��( - D.R. Horton — Texas, LTD., a Texas Limited � Address: �"�OYt "(7( �� Partnership By: D.R. Horton, Inc., a Delaware Corporation, Its Authorized Agent ��,_"� �i1i�v'1� �'Q �'�'. Address: 6751 North Freewa� City/State/Zip: �{, U1iQ1/t'�1�'(X, '](p( j C� City/State/Zip: Fort Worth, Texas 76131 -- �f 1�� Z� �- ,o � Date Date �,_Ar , 127 p�lv ; 4 CITY O£ FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTTQN SPECIFICATION DOCUMENTS — UEVELdPER AWARDED PROJECTS 10244$ Revised June 16,2016 Bond No, 0238857 006213-1 PERFORMANCE BOND Page 1 of 2 1 2 3 4 5 G THE STATE �F TEXAS COUNTY OF TARRANT SECTION 00 62 13 PERFORMANCE BOND § § KNOW ALL BY THESE PRESENTS: § 7 That we, __ _ Conatser Construction TX. L.P. __ ___ , known as 8 "Principa]" herein and __ Berkle� Insurance_Com�an� _ __ _, a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as lo "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R. i l Horton — 7'exas, Ltd, authorized to do business in Texas ("Developer") and the City of Fort l2 Worth, a Texas municipal corporation ("City"), in the penai sum of, EIGHT MiLL10N THREE 13 }�[INDRED SIXTY THREE THOIJSAND PIVF_. E�UNDRED AIr1I� N(T�TE DOLI_A�S ANL7 14 SEVENTY FIVE CENTS ($8,363,509.75), Iawful money of the United States, to be paid in Fort 15 Worth; Tarrant County, Texas for the payment of which sum well and truly to be made jointly 16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 l9 20 WHEREAS, Developer arid City have entered into an Agreemeni for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFAl9-0044; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 76 22 the � g day of __ /�a Y _, 20 2), which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish al] materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Chapet Creek Phase 5. 26 NOW, THEREFORE, the condition of this obligatio�t is such that if the said Principa) 27 sha(1 faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as H�ell during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FOR1' WOR7'H Chapel Creek Phnse 5 STANDARD C]"IY CONDITIONS — DEVE1_OPER AWARDED PROJECT'S 102048 Revised January 31, 2U12 006213-2 PERFORMANCEBOND Page 2 of 2 � 2 3 4 5 6 PROVIDED FURTHER, that if any iegal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Te�cas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the � gt� _day of _____ 9 - M a y--- � Zo�. �o ll 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 ATTEST: . (Principal) Secretary L� �J __ Witness as to Principal �-� ' ness as to Surety PRTNCIPAL: Conatser Construction TX, L.P. BY:-��G��r�, �,—_.- S�gnature 0 Q Brock Huggins, President Name and Title Address: 5327 Wichita St. Ft. Worth. TX 76119 SURETY: Berkle� Insurance Company BY:�s�_�' 7✓I o� �� Signature Robbi Morales, Attorne�-in-fact Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, T'X 75244 Telephone Number: 214/989-0000 *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 Surery's physical address is different from its mailing address, both must be provided. The date of the bond shall noi be prior to the date the Contract is awarded. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CITY CONU1TiONS — DEVELOPER AWARDED PftOJECTS 102U48 Reviscd lanuery 31, 2U12 Bond No. 0238857 006214-! PAYMENTBOND Page 7 of 2 1 2 , � 4 5 6 7 8 9 10 ll 12 13 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: § That we, ___ __Conatser Construction TX, L.P. , known as _ _._ "PrincipaP` herein, and Berk[eti Insurance Company - ---- -- --- -- . a corporate surety ( or sureties if more than one), duI}� authorized to do business in the State of Texas, known as "Surety" herein (a�hether 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"), in the penal sum of EIGHT M11.1.,1UN T�:REE HUNDRED SIXTY T}IREF. THOUSAND PIVE HUP�'UREU AND NINE i4 llOLLARS AND SEVENTY FlVE CENTS (58,363,509.75), lawfui money of the United States, 15 to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be 16 made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents; �g WHEREAS, Devefoper and City have entered into an Agreement for the construction of 19 comrnunity facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreernent, CFA Number CFA l 9-0040; and 21 WFIEREAS, Principal has entered into a certain written Contraci with Developer, tti 22 awarded the __ � g__ day of __ /�� ___ , 20 2 � , which Contract is hereby 23 referred to and made a part hereof for a1) purposes as if fully set forth herein, to fumish all 24 materiais, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Chapel Creek Phase 5. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principai shall pay all monies owing to any (and all} payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 3U force and effeci. 31 32 33 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and ali liabilities on this bond shall be determined in accordance with the provisions of said statute. CI'nr' UF FORT WORTH Chapel Creek Phase 5 STANDARD C1TY CONUIT]ONS — DEVELUPER AWARDED PRO)ECTS � 02�qg Rcvised Januery 31, 2012 00 62 14 - 2 PAYMENTBOND Page 2 of 2 � IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED th 2 this instrument by duly authorized agents and o�cers on this the � g day of 3-- - �`_� a y , Zo 2 I. —-- 4 5 6 7 8 9 lU ATTEST: � (Principal) Secretary�o �<-��c., �-tS� Witness as to Principal ATTEST: ? !'�_ �`L� _ — (Surety) Secretary it ess as to Surety / �� PRINCIPA L: Conatser Construction TX, L.P. . BY: � Signa ure Brock Huggins, President Name and Title Address: 5327 Wichita St. Ft. Worth. TX 76l 19 SURETY: Berkle� Insurance Com�any _ BY: � ��,w. .- ` ,Z�t�a�,-� Signature Robbi Morales, Attorney-in-fact Name and Title Address: 5005 LBJ Freewa� , Suite ] 500 Dallas, TX 75244 Telephone Number: 214/989-0000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. Tf Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. > > END OF SECTION CI'IY OF FOR'f W'ORTH STANbARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Rcviscd ]anunry 3l, 2012 Chapel Creek Phasc 5 102048 Bond No. 0238857 0062I9-1 MAINTENANCE BO'VD PaFe 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 SECTION 00 62 14 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Thai we__ Conatser Construction TX, L.P. _ , known as "Principal" herein and Berkle� Insurance Company ____ ___ ___ , a corporate surety (sureties, if more than one) 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 municipa) corporation ("City"), in the sum of EIGH"T MILLION THREE HITNDRED SIXTY THRF.,E THOC)SAND FIVE HUNDRED AND NINE DOLLARS AND 14 SEVENTY E'[ VE CENTS ($8,363,509.75 j, lawful money of the United States, to be paid in Fort IS Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the ] 6 Developer and the Ciry as dual obligees and their successors, we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firm(y by these presents. �3 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fott Worth by and through a Community Facilities Agreement, CFA Number CFA ) 9-0040; and 21 WHEREAS, the Principa) has entered into a certain written contract with the Developer 22 awarded the � gth day of __ _ MG�y _ _ . 20,�, which Contract is 23 hereby referred to and a made part hereof for ail purposes as if fully set forth herein, to furnish all 24 materials, equipment ]abor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Chapel Creek Phase 5; and 27 28 29 30 31 32 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FOR7 WORTH Chapel Creek Phase 5 57'ANDARD C(TY CONDITIONS — DEVELOPEft AWARDED PKU)ECTS I O2U48 Revised 7anuary 3l, 2012 004219-2 MAINTENANCE BQI�TD Paee 2 of 3 33 34 35 36 37 38 39 40 41 42 43 44 d5 46 47 48 49 50 51 52 53 54 55 WHEREAS, Principal binds itseff to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shali remedy any defeGtive Work, for which timely notice �•as provided by Developer or City, to a completion satisfactory to the City, then this obligation shali become null and void; atherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shail fail so to repair or reconstruct any timety noticed defective Work, it is agreed that the Developer or City may cause any and al! such defective Work to be repaired and/or reconstructed with all associated costs thereof bein� borne b�� the Prir�cipal anc� the Surety under this MaintenancE IIond; �rd PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tanant Caunty, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successiae recoveries may be had hereon for successive breaches. ClT1' OF FOR? WORTH STANDARD CiTY CONDIT]ONS — DEVELOPER AWARDED PROJECTS Revised January 3t, 2b12 Chapel Creek Phase 5 102048 006219-3 MAINTENANCE BOND Page 3 of 3 56 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this �k 57 instrument by duty authorized agents and officers on this the _� g day of __ 58 /h �_�i __. _ _ - 20 21 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 �6 77 78 79 80 81 82 83 84 85 8G 87 88 89 90 91 92 93 94 95 96 G1►1 ATTEST: 1 (Principal) Secretary-��-- k:�l�t..�R.R �.QJ Witness as w Principa] ATTEST: ....�.,;�,� � F,�..�-.�- (Surety Secretary �_� . t' ss as to Surery PRINCIPAL: Conatser Construction TX, L.P. � BY: � . ' Signature Brock Huggins, President ____.______ — -- Name and Title Address: 5327 Wichita St. Ft. Worth TX 761 l9 SURETY: Berkle� Insurance ComE�any BY:��ft.�.,� 'y�1�e�s.a� Signature Robbi Morales, Attorne�-in-fact Name and Title � � Address: 5005 LBJ Freeway, Suite 1500 I)�llas. TX 75244 ._ Telephone Number: 214/989-0000 *Note: If signed by an officer of the Surety Gompany, 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 R'ORTH Chapel Creek Phase 5 3TANDARD CITY CONDITIONS — DEVELOPER AWARDGD PROJECTS 102048 Revised January 31, 2U12 POWER OF ATTORNEY 73ERKL�;Y llVSU1tANCE COMPANY WILMINGTON, DELAVdARE No. BI-728Uj-el I�OTICE: The warning found elsewhere in this Power of Attorney affects the validity thereo£ Please review carefuliy. KNOW ALL I�4EN BY '1'HESE PRLSEI�'rS, that BERKLEY INSL'RANCE COMPANY (the "Company'�), a corporation duly organized and existing under the laws of the State of Delaware, havin� its principal office in Greenwich, CT; has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reynu; Don E. Cornell; Sophinie Hunter; Robbi Morales; Kelly A. Westbrook; Tina McEwan; Josl:ua A. Saunders; �r Tonie Petranek of Aon Risk Services Sauthwest, Inc. of Dallas, 7x its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowled�;e and deliver any and a11 bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$SO,OOO,Q00.00), to the same extent as if such bonds had been duly executed and acknowled�;ed by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect io the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the fallowing resolutions which were duly and validly adopted at a meeting of the Board of Directors nf the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or ather suretyship obligations on behalf of the Company, and to affix the curporate seal of thc Conlpaciy to powers oi a.ttorr�ey executed pursuant hereto; a��d said off�7cers rnay re.rnove any s�icli att�nrey-ii3-fact and i�e.voke a�y power of atToi��ey previousiw� granted; and further RFSOLVED, that such power of attorney ]imits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have na autl�ority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizin� the execution and delivery- of any bond, undertaking, recognizance, or other suretyship obligation �f the Company; and such signature and seal when so used shall have the same force and effect as though manuaily affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who sha11 have been such of�icer ar officers of the Company, notwithstanding the fact that they may have ceased to bc such at the time when such instruments shall be issued. IN WI'T'NESS A'E�REOF, the Company has caused these presents to_be sig�ed and zitested hy its apprapriate officer$ and its corporate seal hereunto affixed t�is 2nd day of .lune '� 2020 , � _ _. e___ _ �...f _� � ,� ',__ "� Attest .�'� ',� Berkt�. Instuance Company �. �yuRAN�� ! ,� .� , ��`^ (`� � /r' � � � J � I ' .: . r.� sAPqRqj� D , $y �_�, � . _, . . _ __ BY�_:� R:_ i'.: _ �_�'"i,�t'' -- _ , � ., .._ ___... _T W 51..�L � ; � �.= � � ' � ,_ � ��_ `,�� A9�5 < i:, �. _�derman �.- Jet �,��J,� f3after ��«wp� Executive Vice President 8: Secretary St�ii�i`�'icle �°resident __1 Si'ATE OF C�'VNECxICU�' ) ) ss: COiTl�TX O� FA.IRFTELD ) Swom to before me, a Notary Public in the Staxe of Connecticut, �is 2nd day of __ _ June , 2020 , by ira S. Ledcrman and Jeffrey M. Azfcer wbo aze sworn to me to be the Execcrtive Vice President,r3f,;�rSecretar}�, and t' a Seniar Vice Prasident, respectively, ofBezkiey Insurance Company. M�.aix e Rur+na►,+c� /;, ;s • NGTARV PllHi !G %� ''`,'7� K � _ _ .. �'��--- CONNECTICLlT � . �YG°��30 2�4Pi�9 f�'otar}� I'ublic, State of Conuecticut CERT'IFICA'i`E I, the undersiened, :4ssistant Secretary of BERKI.EY INSURAh'CE C�MPANY, DO kiEREBlr CERTTFY that the foregoing is a tiue, correct and complete copy of tbe oriQinal Power of A�tQme}; that said Power of Attorney �as nat been revoked or resci.nded aud.t�xat-:'r = a�thbrit}+ of tlae A�tvrney-in-Fact set forth therein, who executed fihe bond or undextakzng to wJuah this �'ower of ��f ;.� �ched, is in full forco and effect as of #his date. ''r "� , . ' �' }' �"" �i''r�t�`� der my band and seal of tha Company, tLtis da of .'' :�'�` ' , � �1::1I, z , y � i� - � /'.... _- _ __... . `m ��,s � ' ' . ,�� • ` _.-- ��ttiwaa�. __ i �_ Vutcent P. Forte IMPORTANT N4T10E To obtain information or make a compiaint: You may cal( Berkiey Surety Group, LLC and its affiiliates by telephone for informatson or to make a cornplainf: BERKLEY SURETY GROUP, LLG Please send all notices of c(aim on this bond ta: Berktey Surety Group, LLC �866) 768-3534 4�t2 Nfo�ni Kemble Avenue, Suifie 310N Morrf�tov,�n, NJ 07960 Attn: Surety Claims Department You may contact the Texas Department of insurance fiv obtain information on companies, coverages, righfis or complaints at: 'i �8Q0-252-3439 You may write the Texas Department of Insurance� P. O. Box 'f 49'! 04 Austin, TX 787�4-9104 Fax: {512} 475-1771 Web� htt[�..�.1/www.tdssfate.tx.us E-maii: ConsumerProtec�ion,.�tdi.state.tx.us PREMIUM OR CLAIM D(SPUTES: Should you have a dispute concerning your pretnium or about a claim you should contact your agent or Serkley Surety Group, LLG first. if the disput� is not resolved, you may contact the Texas Department of lnsurance. ATTACH THfS NOTfCE TC? YOUR BOND: This notice is for information only and does not become a�art or condition of the attached documer�t and is given to comply wi�h Texas lega! and regulatory requirements. � SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORP�t UNIT PRICE BID Bidder's Application Project [tem lufomiation Bidlist, No. 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 Descriptiun Specification Unit of Section No Measure 2605.3015 2" CONDT PVC SCH 80(T) 26 05 33 3441.1410 NO 70 Insulated Elec Condr 31 41 10 3441.3001 Rdwy Illum Assmbly TY 1,4, and 6 31 41 20 3441.3301 Rdwy Iilum Foundation TY 1,2, and 4 31 41 20 3441.4003 Furnish/install Alum Sign Ground Mount City Std. 34 41 30 LF LF EA EA EA Bidder> Proposal Bid linit Piice Bid Value Quantin 2529 $12.13 $30,676.77 7587 $1.20 $9,104.40 42 $1,838.00 577,196.00 42 $1,123.00 547,166.00 29 5641.00 518,589.00 732. 7 7 CITY' OF POR7 WGATH S'i4\DARD CONSTRUC:ION SP.=CIFlG\TIO?� DOCC�IENTS - OF1'GLO?ER AW:\IiDEU YROJECTS Form ��ersion'..1r� 2'_. 3817 :nJ J'_ t3 Bid Prvnnsaf Srcei Ug:uine �'2 -lnde�tdent Uuhty �0' 1=JLOd o:�a -e:u .��toNo�snt �,�., � ��, � SECTION 00 42 43 Developer Awarded Projec's - PROPOS�L FORM UNIT PRICE BID Bidder's Application Yroject [tem Iufonnatian Bidlist Item tia. 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 � 35 36 37 38 39 40 41 42 43 44 Descriptio�� Specification I Unit of I Bid Section No. �t�asure Quantin UNIT 2: ONS�TE ARTERIAL STREET LIGHTING IMPROVEMENTS CREDITS 2605.3015 2" CONDT PVC SCH 80(T) 26 05 33 LF 5100 3441.1405 NO 2 Insulated Elec Condr 34 41 10 LF 20400 3441.1501 Ground Box Type B 34 41 10 EA g 3441.1772 Furnish/lnstall 240-480 Volt Metered Pedestal 34 41 20 EA 3 3441.3003 Rdwy Illum Assmbly TY 18,18A,79, and D-40 34 41 20 EA zg 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA Zg Bidder's Nropasal Unit Price Bid Value $10.00 $3.13 $603.00 $6,178.00 $3,042.00 $1.316.00 $51,000.00 $63,852.00 $3.618.00 $18, 534.00 $79, 092.00 $34,216.00 Ci'fl" OF FORT'.l`OR�Ci�I STA�DARD COKiTRCCTiO� SPECIFICATIO�" DOCL`\I[STS - DG VGLOPER :lw':\RDED PROJEC'i5 Form Vcrsion lfai'_'_:;19 :x�;; }; gid Pr,;pcsai Scee! L�t4n, \:, _ tndeozndav l;tdnr 3;'_I-Oa-�i8 ,;, +, „ n.ir ui� �=�eoros,�i i�,, , .: � SECTION 00 42 43 Developer ,4warded Proj�cts - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item [nfonnation Bidder's Proposai Bidlist Item Dzscn tion Specification Umt of Btid �iO � Section No Mcasiae Quaritny Un'� ��" Bid Value UN�T 3: OFFSITE ARTERIAL STREET LIGHTING IMPROVEMENTS CITY 1 2605.3015 2" CONDT PVC SCH SO(T) 26 05 33 LF 2242 $10.00 $22,420.00 2 3441.1405 NO 2 Insulated Elec Condr 34 41 10 LF 8g68 $3.13 $28,069.84 3 3441.1501 Ground Box Type B 34 41 10 EA 5 $603.00 $3,015.00 4 3441.1772 Furnishllnstall 240-480 Voit Metered Pedestal 34 41 20 EA 1 $6,178.00 56,178.00 5 3441.3003 Rdwy Illum Assmbly TY 18,18A,19, and D-40 34 41 20 EA 12 $3,042.00 $36;504.00 6 3441.3302 Rdwy illum Foundation TY 3,5.6, and 8 34 41 20 EA 12 $1,316.00 515,792.00 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 � 45 TOTAL UNIT 3: OFFSITE STREET LIGHTING IMPROVEMENTS ARTERIALS $111,978.84 Form Vzrsion \f�� ='.:elv Uu J= �:3 B:d Pr�� cal_Streei Li�kir.g'�'1 - Indtptnd�:ni 'v;di��'0' i�1J �78 o �r � ni� reoro�,u. P�ea � oi ; s�crior� oc az �s D2veiop2r;��vard2d Proj2cts - �'ROPGSAL FORM UNIT PRICE BID Bidder's Application Prolz�t Irem [nF�rmation Biddcr's Proposal Bidlist Itcm Specification llnii of Did h;� Dzscriptiun linit Pnce Bid Value Seccion No. �teasure (jicumn• Bid Summary UNIT 1: STREET LIGHTING IMPROVEMENTS $182,732.17 UNIT 2: ONSITE ARTERfAL STREET LIGHTING IMPROVEMENTS (CREDITS) $250.312.00 UNIT 3: OFFSITE ARTERIAL STREET LIGHTiNG IMPROVEMENTS (CITY) $111,g7g.gq TOlal Conslivction [3idj 5545A23.01 This Bid is iubmitted by the mtih named bclo«: BIDDER: B1: ' �� J �--t� TITLE: ��'�--�—� _� D.�TE: Contrac[or a,rccs :; emupie!c 1Vpiti� (nr Fi\.i�..:1� CY�s�.�,� �.. -- ��r,rkin_ dass after thc d-rte o�hen ihe C(J`TR.-�('T romm.n:2, ro run a< procided .n tL•c ��` i i�; "�: .. E�U OF SF.C"C[G\' ---- — - Funn t'rrs�on A1a 2i ?��t :+ ��.. _;:5i�P:oC,sai :ver:Ligh¢r,gl-'.'s.cap=^.d_n!Ct;Lp�'n_�._f�.;.�;fi U0��11-t BLDDERS PREQUALIPIG4TIONS Page 1 of 3 l SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequaliflcation Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed iinancial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Artic]es of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas TaYpayer ldentification 28 number visit the TeYas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fa�c number. 32 (3) The finn's DIJNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes shotild include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Chapel Creek Phase � STANDARD CONSTRUCTION SPECIFICA'fION DOCUMENTS 102048 Revised April 2, ZO1�} 00 =t� I I - 2 BIDDERS PRFQUALIFICAT[ONS Paee 2 of 3 1 (2) To be satisfactory, the iinancial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of TeYas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the cunent rate 10 of exchange of the Balance Sheet date. l 1 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 lt should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application tnust be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF GORT WORTH Chapel Creek Phase 5 STANDARD CONS"IRUC'I'ION SPECIFICATION DOCUMENTS 102048 Rcvised April �, 2014 OU =4> l I - � BIDDERS PRLQUALIFICATIOVS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FOR'1' WORTH Chapel Creek Phase � S'fAND.4RD CONSTRUCTION SPGCIPICAT[ON DOCUMENTS 102048 Revised ��pril 2, 201a 001� l2 DAP PRLQU.1LIFI(':�TiO\� CTATC\4F,NT Pa�e 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete tne information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Type" box provide the complete maior work type and actual description as provided bv the Water Department for water and sewer and TPW for pavin� Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Street Lighting Independent Utility Construction, Inc. 03;'01r2023 The undersigned hereby certiiies that the contractors and/or subcontractors described in the table above END OF SECTION Company Name�ndependent Utility Constructior.; Inc. BY: ichard Wolfe Address:5109 Sun Valle� Dr � 1 �ort ��Vor±n TX 70119 (Signature) STAN�ARD CONSTRUCTIDN PREQUALIFICATION STATEMENT—DEVEIOPERAWARDED PROIECTS 00 45 12 Prequalification Statement 2015 DAP.do�x Form Version September 1, 2015 � oo +s 2n - i CONTRAC"COR COMPL[ANCC WI7-I� WORKER'S CONIPENSATiON L,4W � Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLiANCF, WI"TH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102048. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it ��ill provide to City its subcontractor's certificates of compliance with Fort Worth. TX 76119 Title: President BEFORE ME, the undersigned authority, on this day personally appeared Richard VVoI`� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Independent Utility Construction, Inc. for the purposes and consideration therein expressed and in the capaciry therein stated. GI UNDER MY HAND AI� SEAL OF OFFICE this �� . �� , 20�- � . � i � � , `��P{iYPV��' CHRISTINA GARCIA �� :i.:;,rj�: �iNotary Public, State oi Texas ��r 1� +Q� Comm. Expires 11-20•2024 - �'��;°;,`,�� Notary ID 1309a0)85 ND OF SECTION Revised April 2, 2014 �� day of V1 � �`t. ; -� .�>(�( Public in and for the State o Texas Independent Utility Construction, Inc. By: Richard VVolfe Company ase Print) 5109 Sur: Valley Dr Signature: •`, Address City/State/Zip (Please Print) CITY OF FORT VJORTII Chapel Creek Phase � STANDARD CONSTRUCTION SPECIFfCATION DOCUMENTS 102048 00 52 43 - t Develo�er Awarded Project Agreement Page I uf 4 i SECTION 00 52 43 e�"�' 2 AGREEMENT ��jo�y� 3 THIS AGREEMENT, authorized on is made by and between the Developer, 4 D.R. Horton-Texas, Ltd, authorized to o b siness in Texas ("Developer"), and Independent 5 Utility Construction, Inc., authorized to do business it1 Texas, acting by and through its duly 6 authorized representative, ("Cantractor"). 7 Developer and Cantractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 fol(ows: 9 Artiele 1. WORK IQ Contractor shall complete all Work as specified or indicated in the Contract Documents for the I t Project identified herein. 12 Article 2. PROJECT 13 i �. 15 16 17 18 t9 2Q The project for which the Work under the Contract Documents may be the whole or only a part is �PnPrallp� d?scribed as fallo«rs: Cha el Creek Phase 5 Cit � Pro'ect Number: I02048 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 75 22 The Work will be complete for Final Acceptance witl�in�working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Develaper Awarded Projects. 25 3.3 Liquidated damages 26 27 28 zs 3Q 31 32 33 34 35 36 Contractor recognizes that time is of the essence af this Agreement and that Developer wili suffer financial Ioss if the Work is not eompleted within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Canditions of the Canstruction Contract for Developer A«�arded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Wark is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages far delay (but not as a penalty), Contractor shall pay Developer Six Harndred Fiftv Doltars ($650.Q11) 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. CITY OP PORT WORTH CHAPEL CREF.K PHASE 7 ST�INDARD CONSTRCtC`CION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS 102Q4& Rzvised June 16, 2016 00 �3 �3 - 2 Developer Awarcled Project .agrezinent Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance ot the Work in accordance with the Contract 39 Documents an amount in current funds of FIVE HLJNDRED FOURTY FIVE THOUSAND 40 TWENETY THREE DOLLARS AND ONE CENT ($5�45,Q23.01). 41 Article 5. CQNTRACT DOCUMENTS �2 �.1 CONTENTS: 43 A. The Contract Documents which eomprise the entire agreement between Developer and 4� Contractor concerning the Work consist of the following: 45 l. This Agreement. 46 47 48 49 50 51 52 53 5¢ 55 56 �7 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Fotm (DAP Version) 2) Prequalifieation Statement 3) Statc And I'cdcral documents (��r�J��t s��e�ific,) b. [nsurance ACQRD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Ivlaintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 �. Specifications specificatly made a part of the Contract Documents by attachment 62 or, if not attached, as incarporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 65 66 67 68 69 70 7t 72 73 74 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of flward. 9. The following �,vhich may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Nc�tice to Proceed. b. Field Qrders. c. Change Orders. d. Letter af �inal Acceptance. CITY OF FORT �4'ORTH CHAPEL CREEk PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCL?MENTS — DEVELOPER AbVARDED PROJECPS t020a3 Revised June 16, 2016 o�sz�3-3 Devel�per A�Harded Project Agreement Page 3 of4 75 Article 6. INDEMNIFICATION 76 77 '78 79 80 81 82 83 84 8� &6 87 88 89 QO 41 92 93 44 95 96 61 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 indemni�ication arovisian is sneci�callv intended to operate and be effective even if it is alleged or proven that all or some af the dama�es being sought were caused, in whole or in Rart, bv anv act omission or ne�li�ence of the citv. This indemnity provision is intended to include, without limitation, indemnity for costs, exgenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractar cavenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and emptoyees, 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 ser�Tices to be performed b}= the contractor, its officers, agents, omploytcs, subcontractors, licensees or invitees under this contract. This indemnitication provision is specificallv intended to oaerate and be effective even if it is alle�ed or proven that all or some of the dama�es being sau�ht were caused in whoIe or in nart bv anv act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 tt�e Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. IQ4 Developer and Contractor each binds itself, its partners, successars, assigns and legal I05 representatives to the other party hereto, in respect to all covenants, agreemeats and 1Q6 obligatiotLs contained in tlle Contract Documents. f 07 7.4 Severabilitv. 108 Any provision or part of the Contract Documents held to be uncanstitutional, void or 109 unenfarceabie by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions sha11 continue to be valid and binding upon DEVELOPER and 1 t I C�NTRACTOR. 112 7.5 Governinb Law and Venue. 113 This Agreement, inc(uding all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 1 IS Northern District of Texas, Fort Worth Division. CIT�' QF FORT �,YOR'PH CFIAPEL CREEK FHASE 5 STANDARD CONSTRUCT[ON SPECIFICAT[ON DOCUMENTS— DEVELOPER AWARDED f�ROJECT'S 102048 Re��ised June(6,20t6 005243-4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 120 121 122 123 124 125 126 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WIT'NESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the (ast date signed by the Parties ("Effective Date"). Contractor: Developer: Independent Utiliry Constructian, Inc. � B: B (Signature) � (Signature) Richard Wolfe (Printed Name) Benjamin Clark Title: preside�t Title: Assistant Vice President Company Name: indeperxient Utiiity Construction, fnc.D.R. Horton — Texas, LTD., a Texas Limited Address: 5109 Sun Vailey DR Partnership By: D.R. Horton, Inc., a Delaware Corporation, Its Authorized Agent Address: 6751 North Freeway City/State/Zip: Fort Worth, TX 76119 City/State/Zip: Fort Worth, Texas 76131 �^ � � ' � � s/� �,/ � I Date Date n _ � t 27 `1(� ,r�- ,``�U1ti11111f/��'' �,.� y �oNsrR�� ., ) , ,� � ••��N�� /'� /�� `��;•'' p�A''•�� : ��,oQ' '��':�� . . —z ; =W=�SEALm �= •�- �2� ;0� � y : ; �� .,�a��i., � 979�.•O.�y``��`� ��i�� fTEXA 1`�`��`. CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised June 16, 2016 006213-I PERFORMANC& BOND Page 1 of 2 Bond No. 124183K 2 3 4 5 6 7 8 9 !0 II 12 13 14 15 16 17 18 19 20 THE STATE OF TEXAS COUNTY OF TARRA,NT SECTION 00 62 13 PERFORMANCE BOND § § KNOW ALL BY THESE PRESENTS: § That we, Independent Utility Construction, Inc. , known as "Principal" herein and Westfield Insurance Co►npany , a corporate surety(sureties, if more than one) duly authori2ed to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly boand 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"}, in the penal sum of, FIVE HUNDRED FOURTY FIVE THOUSAND TWENETY THREE DOLLARS AND ONE CENT ($545,023.01), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum wel] and truly to be made jotntly 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. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Faeilities Agreement, CFA Number CFA 19-0040; and 21 WHEREAS, the Principa! has entered into a certain written contract with the Developer awarded .LS�� . 22 the day of , 20�, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish ali materials, equipment labor 24 and other accessories defined by 1aw, in the prosecutian of the Work, including any Change 25 4rders, as provided for in saId Contract designated as Chapel Creek Phase 5. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principa! 27 shall faithfully perform it obligations under the Contrabt and shall in all respects duly and 28 faitlifutiy perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CT7'Y OF FORT WORTH Chapel Creek phase 5 STANDARD CITY CONDIT[ONS — DBVELOPER AWARDED PROJECTS l0204S Revised January 31, 2012 006213•2 P&RFORMANCB BOND Page 2 of2 Bond No. 124183K ! PROVIDED rURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northen� District of Texas, Fort 3 Worth Division. i i i I � 4 This bond is made and executed in compliance with the pravisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGIVED and SEALED 8 this instrument by duly authorized agents and o�cers on this the � day of �� 9 , 20�,. 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 ATT � ( rinc� al) retary , , �� ' ; _ . � �� itness as to Principal PRiNCIPA L: CONS CTION INC. BY: i re Richard Wolfe, President Name and Titiv Address: 5109 Sun Valley Drive ort ort , T'exas 76119 SURETY: WFSTFIELD INSURANCE COMPANY BY: ignature Kyle W_ Sweeney, Attorney-in-Fact Name and Title Address: 555 Republic Drive, Suite 450 � Plano, Texas 75074 C �� Wit�as to Surety Elizabeth Gr Telephone Number: 972-5 (6-2600 •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. lf Surety's physical address is different from its mailing address, both must be provideol. The date of the bond shall not be prior to the date tha Contract is awarsied. CITY OF FORT WORTH STANDARD CITY CONDI'I'IONS — DEVBLOPSR AWARDED PROJECTS Ravised January 31, 2012 Chapei Creek Phase S 102U48 0062l4•I PAYMENT BOA1D Page t of2 Bond No. 124183K 1 2 3 4 5 6 7 8 9 !0 11 12 13 !4 t5 !6 17 SECTIDN 00 62 14 PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRA.NT § ��'�' ALL BY THESE PRLSENTS: § That we, Independent Utility Cc�nstruction, Inc. known as "Principal" herein, and Westfield Insurance Company a corporate surety ( or sureties if more than one), duiy authorized to do business in the State of Texas, Ecnown 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 municipai corporation ("City"), in the penal sum of FIVE HUNDRED FOURTY FIVE THOUSAND TWENETY THREE bOI.LARS AND ONE CENT' ($545,023.01), iawful money of the United Statas, to be paid in Fort Woi�th, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dua! obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Daveloper and City have entered intv an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA19-0040; and 21 WHEREAS Principal has entered into a certain written Contract with Developer, 22 awarded the ��day of � c� , 20� which Contract is hereby 23 referred to and made a part hereof for ai purposes as if fully set forth herein, to furnish al( 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as ChapeJ Creek Phase 5. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and becorne null and void; otherrvise to remain in full 30 force and effect. C(TY OF FORT W02TH STANDAftD CITY CONDIT[ONS — DEVELOPGR AWAR➢ED PROJECTS Chapel Creek Phasc 5 Revised lanuary 31, 2012 ��2�1g 00 b2 14 - 2 PAYMGNTBONll Page 2 of 2 Bond No. 124183K This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statuta. 2 3 4 IN WITN�SS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrurnent by duly authorized agents and officers on this the ��i � day of 6 20� 7 PRINCIPAL: INDEPENDENT UTILITY UTILITTT ONSTRUCTIO L, INC. BY: Signature ATTEST: �� / 1 z� r •-o (5urety) Secretary Frank A. Carrino �`� ` �' ..�:, ��...eQ � Witness s to Surety Elizabeth Gray v- 8 9 10 11 12 13 Richard Wolfe, President Name and Tiile Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: Sign c � Kyle W. Sweeney, Attorney-in-Fact Name and Titte Address: 555 Republic Drive, Suite 450 Plano, Texas 75074 Telephone Numbar: 972-516-2600 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 14 EI�TD OF SECTION C[TY OF FORT WORTH STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROJECTS Chapol Cseek Phase 5 ReviseA January 3 I, 2012 102048 006219-I MARJTENANCE BOND Paga 1 of 3 Bond No. 124183K I 2 3 4 5 6 7 8 9 10 ll 12 13 14 IS 16 l7 18 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Independent Utility Construction Inc. , known as "Principal" herein and __ Westfield lnsurance CompanY , a corporate surety (sureties, if more than one) 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 Devetoper, D.R. Horton — Texas, Ltd, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of FIVE HCTNDRED FOURTY FIVE THOUSAND TWENETY THREE DOLLA1tS AND ON� CENT ($545,023.Oi), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for pfiyment of which sum well and truEy be made joi�itty unto the Developer and the City as dual obligees snd their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 19 WI3EREAS, Developer aud City have entered into an Agreement for the construction of 20 cvmmunity facilities in the City of Fort Worth by and through a Community Facilities 2l Agreement, CFA Number CFA 19-0040; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the��ay of�� , 20�, which Cantract is 24 hereby referred to and a made part hereof for aJl purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessorIes as defined by law, in the prosecution of the 2G Work, including any Work resulting from a duly authorized Change Order (co)lectively herein, 27 the "Work") as provided for In sa3d Contract and designated as Chapel Creek Phase 5; and 28 29 WHEREAS, Principal binds itsalf to use such materials and to so construct the Work in 30 accvrdance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of riva (2) yeArs 32 after the date of Final Acceptance of the Work by the City ("Maintenuice Period"); and 33 CITY OF FORT WORTH Chapel Creek Phase S STANDARD CITY CONDITIONS — DEVELOPER AWARD&D PROIECTS 102048 Revised January 31, 2012 � 34 35 3b 37 38 39 40 41 42 43 44 45 4G 47 48 49 50 51 52 53 54 55 56 OQ6219•2 MAINTENANCE BOND Bond No P�141 �3� WH�REAS, Principat binds itself to repair or reconsiruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principa] shall remedy any defective Work, for which timely notice was provided by Developer or City, to a compietion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fait so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with a!1 associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall tie in Tarrant County, Texas or the United States Distcict Court for the Northern District of Texas, Fart Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. C(TY OF FORT WORTH STANDARD CITY COND[TfONS — DEVEIAPER AWAKDED PROJECTS Revised lanuary 31, 2012 Chapel Creek Phase 5 102048 006219-3 MAINTENANCE BOND Page 3 af 3 Bond No. 124183K 57 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 58 instrument by duIy authorized agents and officers on this d�e i� t�` day of 59 , 20�. 60 61 62 63 64 65 66 67 68 69 70 7l 72 73 74 75 76 77 78 79 80 81 82 83 84 85 SG 87 88 89 90 91 92 93 94 95 96 97 98 � - ,` ��' �VYV� l� itness as to Principal ATTEST: �'�""/� � z� o (Surety) Secratary Frank A. rrino • `} ,. Witnes s to Surety Elizabeth Gray � PRINCIPAL: INDEPE. ENT UTILITY CONS CTION, INC. BY: Signa re Richard Wolfe, President Name and Title Address: 5109 Sun Valley Drive Fori Worth, Texas 76119 SUIZETY: WESTFIELD INSURANCE COMPANY BY: nature Kyle W, Sweeney, Attorney-in-Fact Name and Title Address: 555 Republic Drive Suite 450 Plano. Tezas 75074 Telephone Number: 972-516-2G00 *Note: If signed by an officer of the Surety Company, tl�ere must be on fite s 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 sha11 not be prior to the date the Contract is awarded. CITY OF FORT WOR'fH Chapel Creek Phase 5 STANDARD CITY CONDITIONS — DEVELOPER AWARDEU PROIECI'S 102048 Revised lanuary 31, 2012 IMPORTANT NOTICE To obtain information or make a complaint: You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-368-3597 You may alsa write to Westfield I nsurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149904 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htt�//www.tdi.state.tx.us E-mail: ConsumerProtection(c�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers Insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Para obtener informacion o para sorr�eter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para somefer una queja al: 1-800-36 - Usted tambien puede escribir a Westfield insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al; 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Ausiin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: GonsumerProtection(a�tdi.state.tx.us DiSPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). AVISO IMPORTANTE UNA ESTE AVISO A SU POLIZA: Este aviso es solo para praposito de informacion y no se convierte en parte o condicion del documento adjunto. THIS POWER OF AT1 oRNEY SUPERCEDES qNY PREVlOUS POWER BEARIrvc� I HI� SAMt POWER f� AND ISSUED ARIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW. Generaf Power of Attorney CERTIFIED COPY POWER NO. 4220052 06 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know AJl Men by These Presents, That WESTFIELO 1NSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Comoany" and cpllectively as "Compan�es," duly organized and existing under the laws of the State of Ohiq antl having its pr(�cipal office in Westfield Cen[er, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MlCHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY of FQRT WoRTH and State of 7X its true and lawful Attorney(s}-in-Fact, with full power and authority hereby conferred in its name, plaCe and stead, to execute, aCknowledge and defiver any and all bonds, recognizances, undertakings, or other instruments or contracts of sureryship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWEi2 OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK OEPOSITORY SONpS. and to bind any of the Companies thereoy as fully and to the same extenf as if such 6onds were signed by tne President, sealed with the corporate seai of the applicabie Company and duly attested by its Secretary, hereby ratifying and conFirming ail that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSUftANCE COMPANY, WESTFIELD NATiONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "8e (t Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-Fact. may be given fuli power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliVer, any and all bonds, recognizances, contracts, agreements o.f indemnity and other conditional or obligatory undertakings and any and al! notices and documents canceling or terminating Che Company's liability thereunder, and any such instrurnents so executed by ar,y such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and seafed and attested by the Corporate Secretary." "8e it Furiher Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certiiicate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting held on February 8, 2000). !n Witness Whereoi, WESTFIELD INSURANCE COAAPANY, YYESTFIELD NATIONAL INSURANCE COMPANY and 01110 FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto a�xed this 2oth day of APRIL A.D., 2011 _ .«y R .,,. C Seals1e '�as '�tie '- •`'��-'��ON��.!MS'�•, , �\MSU Q�� ESTFIELD INSURANCE COMPANY Aftixed �v �'��.rs.� � p* ' �•' '•.G,p? ;'�� ' ' `"••''�'��a �ESTFIELD NATIONAL INSURANCE COMPANY ;� i ia � ;ti ' .y �!'��' � �, ''•�` � OHIO FARMERS INSURANCE COMPANY 4.�"„i ,��.�.� 'ro '�" SEAL �`"`- _"' CK T Qf�:,t� - s � �' _N'. ;m= 'G. b `_' ! +{��fr'•.,y..�o. J� l�•'t� �'. :'p, :��, 1�48 .'�" , . + •• �+ ,t • • o ��,•� ��? State of Ohio �"��" ��„� '`','�� , :,��......�•''• $y' Richard L. Kinnaird, Jr., National Surety Leader artd County of Medina ss.: Senior Executive On this 20th day of APRIL A.D., 2011 before me personally came Richard L. Kinnaird, d�. to me known, who, befng by me duly sworn, did dePose and say, that he resides"in Medina, Ohio; that he is Senior EXecUtive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described i� and which executed the above lnstrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by tike order_ N Seall •`��I A L�4�4 � . Affixed ,�P S ' , p.'��i�i�/% 9,z ?:�:�::_•.r • William J. Kahelin, A rney at Law, Notary Publrc State of Ohio =: � d. �� p My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code} County of Medina ss.: ,r. ; 9Tf oF �. I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the a6ove and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is stitl in full force and effed; and furthermore, the resolutions of the Boards oF Directors, set out in the Power of Attorney are in full force and effect. !n Witness Whereof, 1 have hereunto set my hand and aTiixed the seals of said Companies at Westfield Center, Ohio, this day of nn ��`"�'�s'w' '�c� L� . . p 4 �,� ��,�,�� '�'•�•.�. -�`�,,,f t�� ,`Q`��-��nNA( _��SG� . c.,• - _�u' '2_ ; N? SEAL �� - ;�' •`o: ..* . � � � '`c�3� �i�"� L � � : �NI►RTfRFp :33 �a e Sec�tQry ::.184a ��;?; Frank A. Csrrinc, Sec�etary combined) (06-02j 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 1.01 Defined Terms ..................... 1.02 Terminology ........................ Article 2 - Preliminary Matters ................. 2.01 Before Starting Construction 2.02 Preconstruction Conference.. 2.03 Public Meeting ...................... Article 3- Contract Documents and Amending ............................ 3.01 Reference Standards .................................................. 3.02 Amending and Supplementing Contract Documents Article 4- Bonds and Insurance ............................................................................................... 4.01 Licensed Sureties and Insurers ............................................................................. 4.02 Performance, Payment, and Maintenance Bonds ................................................ 4.03 Certificates of Insurance ....................................................................................... 4.04 Contractor's Insurance .......................................................................................... 4.05 Acceptance of Bonds and Insurance; Option to Replace ..................................... Article 5 - Contractor's Responsibilities ......................................................................... 5.01 Supervision and Superintendent .................................................................. 5.02 Labor; Working Hours ................................................................................. 5.03 Services, Materials, and Equipment ............................................................ 5.04 Project Schedule ........................................................................................... 5.05 Substitutes and "Or-Equals" ........................................................................ 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)...... 5.07 Concerning Subcontractors, Suppliers, and Others .................................... 5.08 Wage Rates ................................................................................................... 5.09 Patent Fees and Royalties ............................................................................ 5.10 Laws and Regulations .................................................................................. 5.11 Use of Site and Other Areas ........................................................................ 5.12 Record Documents ....................................................................................... 5.13 Safety and Protection ................................................................................... 5.14 Safety Representative .................................................................................. 5.15 Hazard Communication Programs .............................................................. 5.16 Submittals ..................................................................................................... 5.17 Contractor's General Warranty and Guarantee ........................................... 1 1 5 . . .7 .7 .7 .7 .9 12 ..................12 ..................12 ..................13 ..................13 ..................14 ..................14 ..................16 ..................16 ..................18 ..................19 ..................19 ..................19 .................. 20 .................. 21 .................. 21 .................. 22 .................. 22 .................. 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit : ............................................. 5.21 Nondiscrimination ........................................ Article 6- Other Work at the Site 6.01 Related Work at Site Article 7 - City's Responsibilities ........................... 7.01 Inspections, Tests, and Approvals ...... 7.02 Limitations on City's Responsibilities 7.03 Compliance with Safety Program....... Article 8- City's Observation Status During Construction 8.01 City's Project Representative .......................... 8.02 Authorized Variations in Work ....................... 8.03 Rejecting Defective Work ............................... 8.04 Determinations for Work Performed ............... Article 9- Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays ......................................................................... ................................... 24 ................................... 24 ................................... 25 ................................... 25 26 26 26 26 26 27 ............................................................. 27 ............................................................. 27 ............................................................. 27 ............................................................. 27 ............................................................. 28 . . . : . . . . Article 11- Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work .............................................................................................................30 11.06 Correction or Removal of Defective Work ................................................................................30 11.07 Correction Period ........................................................................................................................30 11.08 City May Correct Defective Work ............................................................................................. 31 Article12 - Completion .................................................................................................................................. 32 12.01 Contractor's Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ...........................................................................................................................32 12.04 Final Acceptance .........................................................................................................................33 Article13 - Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 - Miscellaneous .......................................... 14.01 Giving Notice .......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 �c� 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ...............................................................................................................35 14.05 Headings ......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the 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. Agreenient - 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. Calenda� Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fo�t Worth, Texas, a Texas home-rule municipal co�poration, acting by, its governing body through its City Manager; his designee, or agents authorized pursuant to its duly autho�ized cha�ter 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, Sanita�y Sewer Street, Storrn D�ain, 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 reco�ded plat. 8. Contract—The entire and integrated written document incorporating the Contract Docuinents between the Develope�; Contractor and/o� 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 Agree�ent, and it's attachments such as standard construction specifications, standa�d City Conditions, other general conditions of the Developer; including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond £ 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 1. 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. Cont�actor The individual or entity with whorn Developer has entered into the Agreernent. ll. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Develope� — An individual or entity that desires to make certain iinproveinents within the City of Fort Worth 13. Drawings—That part of the Cont�act Docurnents prepared or app�oved by Enginee� which graphically shows the scope, extent, and character of the Work to be perforined by Contractor. Subrnittals are not Drawings as so defined. 14. Engineer The licensed professional engineer or engineering firm registered in the State of Texas perfo�ming professional services for the Develope�. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to ver� that the Contractor has completed the Work, and each and eve�y part o� appu�tenance 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, �^ules, �egulations, o�dinances, 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 pe�sonal p�ope�ty. 20. Milestone A principal event specified in the Contract Documents relating to an inte�mediate Cont�act Time p�ior 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 Cont�acto�, 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 Ag�eement. 22. Participating Change Order A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and autho�izes an addition, deletion, o� revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Ag�eement. 23. Plans — See definition of Drawings. 24. Project Schedule A schedule, p�epared and maintained by Contractor, in acco�dance 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 Wo�k to be performed unde� the Contract Docurnents. 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 pa�ticipation and to assist the public in gaining an info�ined 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 inaterials, equipment, or workmanship that are rep�esentative of sorne portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals A schedule, prepared and maintained by Contractor; of required submittals and the time �equirements to suppo�t scheduled performance of related constr�uction 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 othe� lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of w�itten requirements for materials, equipinent, systems, standards and workmanship as applied to the Work, and certain administrative �equirements and procedural matters applicable the�eto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, inay be incorporated by reference as indicated in the Table of Contents (Division DO 00 00) of each Project. 33. Standa�d City Conditions — That pa�t of the Contract Documents setting forth requi�ements of the City. 34. Subcont�actor 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 illust�ate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive inst�uctions f�om the City and/o� Developer and to act for the Contracto�. 37. Supplernentary Conditions—That pari of the Contract Documents which amends or supplements the General Conditions. 38. Supplier A inanufacturer fabricator supplier distributo�, mate�ialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Wo�k by Cont�actor o� Subcont�actor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, o� other such facilities or attachinents, and any encasements containing such facilities, including but not limited to, those that convey elect�icity, gases, stearn, liquid pet�oleurn products, telephone or other corninunications, cable television, water; wastewater storm water; other liquids or chemicals, or traffic or othe� control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a.m. and ending at S: 00 p.m., Saturday, Sunday o� legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the various separately ident�able parts thereof required to be provided unde� the Contract Documents. Work includes and is the result of pe�fo�ining or providing all labor services, and docuinentation necessary to produce such constr�uction including any Participating Change O�der, Non-Pa�ticipating Change Orde�, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such const�uction, all as �equired by the Cont�act Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City fo� cont�act pu�poses, in which weather or other conditions not under the control of the Contractor will perrnit 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3— CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4— BONDS AND INSURANCE 4.01 Licensed Sureties and Insu�e�s All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either 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 Corr2pensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ 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. Autornobile Liability. A commercial business auto policy shall provide coverage on "any autd', defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Writc thc namc of thc railroad company. (If nonc, thcn writc nonc) 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: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) Entcr limits providcd by Railroad Coinpany (If nonc, writc nonc) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supe�vision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hou�s 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 Se�vices, Mate�ials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "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 S.OS.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph S.OS.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 O1 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph S.OS.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 S.OS.A and S.OS.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 indemn� 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 S.OS.A.2 and S.OS.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. Cont�actor'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 (P�ime Cont�actors and Subcontracto�s) 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 Enterp�ise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Chcck this box if thcrc is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Coinplaints 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 l lth 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payinents. 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 Coinpliance. 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 indemn� and hold harmless City, f�om and against all claims, costs, losses, and dainages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbit�ation or othe� dispute resolution costs) arising out of o� �elating to any inf�ingement of patent rights or copyrights incident to the use in the perforrnance of the Work or resulting from the incorporation in the Work of any invention, design, process, p�oduct, or device not specified in the Contract Docuinents. 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. Lirnitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 518, Contractor shall indemnify and hold harinless City, from and against all claims, costs, losses, and damages a�ising out of or �elating 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 Str�uctures: 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 Docuinents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Rep�esentative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Coinmunication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 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 Ciry; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, cerrifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscriinination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6— OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Lirnitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's P�oject 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. 8A2 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 ll, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9— CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Su�ety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a"fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section ll.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. ll .07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph S.lO.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 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 ll.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. ll.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Wa��anty 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.OS.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 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTiCLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given ii 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 Tirnes When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 oiiioo-i SUMMARY OF WORK Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 11 00 SUMMARY OF WORK 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 8 9 10 11 12 1.2 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 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, ar as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised December 2Q 2012 oi ii oo-z 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 33 34 35 36 37 38 39 40 41 b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 Chapel Creek Phase 5 102048 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised December 2Q 2012 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1— General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section ar Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description ofproposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 2 3 4 5 6 7 8 1.6 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 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] l l 1.9 QUALITY ASSURANCE 12 13 14 15 16 17 18 19 20 21 22 23 24 25 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 ar superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery timc? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved C�ry _ Recommended _ Not recommended By Date Remarks Date Rejected _ Recommended Received late CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION Ol 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Fortns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. f. g• h. i. J• k. 1. m. n. o. P• 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 Certiiications and Quality Control Testing Public Safety and Convenience Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 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 USEDJ 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 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 32 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on in�ll developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 112 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 O13300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 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 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within thetime 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 fl 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 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 Sectionnumber. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 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 Certiiication 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify thefollowing: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format L Fold shop drawings larger than 8'/z inches x 11 inches to 8'/z inches x llinches. 2. Bind shop drawings and product data sheets together. Order a. Cover Sheet 1) Description ofPacket 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Wark depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data L For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on theProject. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limitedto: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Wark such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense ar delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractar 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. 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 differentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convcnient to thc City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days priar to release far manufacture. CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. 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] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 Ol 33 00 - 8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K8. Working Days modified to Calendar Days CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 2 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION O1 35 13 SPECIAL PROJECT PROCEDURES 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. 23 C. Related Specification Sections include, but are not necessarily limitedto: 24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 3. Section 33 12 25 — Connection to Existing WaterMains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — C1eanConstruction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing any work 2 therein in accordance with the provisions of the permit 3 b. All work performed in the TxDOT right-of-way shall be performedin 4 compliance with and subject to approval from the Texas Department of 5 Transportation 6 B. Work near High Voltage Lines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines (more than 600 volts measured between 9 conductors or between a conductor and the ground) shall be in accordance with 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage-type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes or dippers 17 c. Equipment must meet the safety requirements as set forth by OSHA and the 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with powercompany 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 C. Confined Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program in accordancewith 32 OSHA requirements. 33 2. Confined Spaces include: 34 a. Manholes 35 b. All other confined spaces in accardance with OSHA's Permit Requiredfor 36 Confined Spaces 37 D. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following willapply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section Ol 31 13 43 E. Water Department Coordination CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days priar to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name ofProject 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of constructionactivity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phonenumber 33 � Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyeris 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice asfollows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been deliveredto all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance 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 slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. 42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 43 Construction Specification [if required for the project] 44 1. Comply with equipment, operational, reporting and enforcement requirements set 45 fortb in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS �NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOTUSED] 10 PART 3 - EXECUTION [NOTUSED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 13.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 2 3 4 5 6 7 s 9 10 11 12 13 14 15 16 17 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 2 EXHIBIT B FORT WORTH �: aoE xa xxxx Project Netne: l�IOTICE OF TEMPORAI�Y WA?ER SERVICE II�ITERRLIPTIOI�I DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN TAE 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 INCONVENTENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 3 � CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised August, 30, 2013 Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND 1NSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed far this Item. a. Contractor is responsible for performing, coordinating, and payment ofall Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all requiredpayments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accardance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 20, 2020 Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection L Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 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 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 20, 2020 oi so oo- i TEMPORARY FACILITIES AND CONTROLS SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 11 SUMMARY A. Section Includes: Page 1 of 4 Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temparary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Wark is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 oi s000-z TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the proj ect. 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] 110 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] 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 oi ss z6 - i STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Priar 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 20ll oi ss z6 - z STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Priar 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 far 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. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 20ll 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 20ll 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION O1 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1— General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Warks, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section O1 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Chapel Creek Phase 5 102048 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section O1 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised July 1, 2011 oi 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://a�ps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. L 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 20, 2020 oi 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 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 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised far 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 CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised March 20, 2020 O1 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 2 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 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 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed far this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 25 26 27 28 29 30 31 32 33 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 11 12 13 14 15 16 17 C. Storage Requirements 1. Store materials in accardance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work ar existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Wark. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access far inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site starage locations for inspection by 26 City's Project Representative. 27 28 29 30 31 32 33 34 35 36 37 38 : 9. 10 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. Store in manufacturers' unopened containers. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. Keep public and private driveways and street crossings open. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 112 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [ox] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 30 END OF SECTION CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 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 for DAP application CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 oi �o 00 - i DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION Ol 70 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Rcmobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization far Miscellaneous Proj ects a. Mobilization and Demobilization CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMEI�'TS — DL" VELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 oi �o 00 - z DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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. 2. Remobilization for suspension of Wark 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" wi11 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMEI�'TS — DL" VELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 11.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 11.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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMEI�'TS — DL" VELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 111 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 for DAP application CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMEI�'TS — DL" VELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 1.2 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 SECTION O1 71 23 CONSTRUCTION STAKING AND SURVEY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. See Changes (Highlighted in Yellow). C. Related Spccification Sections include, but arc not nccessarily limitcd to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking 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. 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) 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. CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 1.3 REFERENCES 2 A. Definitions 3 1. Construction Survev - The survey measurements made prior to or while 4 construction is in progress to control elevation, horizontal position, dimensions and 5 configuration of structures/improvements included in the Project Drawings. 6 2. As-built Survev —The measurements made after the construction of the 7 improvement features are complete to provide position coordinates for the features 8 of a proj ect. 9 3. Construction Stakin� — The placement of stakes and markings to provide offsets 10 and elevations to cut and fill in order to locate on the ground the designed 11 structures/improvements included in the Project Drawings. Construction staking 12 shall include staking easements and/or right of way if indicated on the plans. 13 4. Survey "Field Checks" — Measurements made after construction staking is 14 completed and before construction work begins to ensure that structures marked on 15 the ground are accurately located per Project Drawings. 16 B. Technical References 17 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 18 website) — O1 71 2316.01_ Attachment A_Survey Staking Standards 19 2. Ciry of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 20 on City's Buzzsaw website). 21 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 23 Surveying in the State of Texas, Category 5 24 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section O1 33 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut-Sheets" conforming to the standard template provided by the City 36 (refer to O1 71 2316.01 — Attachment A— Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As-built Redline Drawing Submittal CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 2 3 4 5 6 7 8 9 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to O1 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 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 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors or Developer's Project Representative are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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. 2. Coordination a. Contractor is to coordinate with City to confirm which features requirc as- built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: (1) Minimum every 2501inear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 d) Fire hydrants e) Valves (gate, butterfly, etc.) � Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 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 iinal line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) c. CSV file (.csv), formatted with X and Y coordinatcs in scparatc columns (usc standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as 3 practical and necessary. The degree of precision required is dependent on many 4 factors all of which must remain judgmental. The tolerances listed hereafter are 5 based on generalities and, under certain circumstances, shall yield to specific 6 requirements. The surveyor shall assess any situation by review of the overall plans 7 and through consultation with responsible parties as to the need for specific 8 tolerances. 9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 11 1.0 ft. tolerance. 12 b. Harizontal alignment on a structure shall be within .O.lft tolerance. 13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 14 walkways shall be located within the confines of the site boundaries and, 15 occasionally, along a boundary or any other restrictive line. Away from any 16 restrictive line, these facilities should be staked with an accuracy producing no 17 more than O.OSft. tolerance from their specified locations. 18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 19 electric lines, sha11 be located horizontally within their prescribed areas or 20 easements. Within assigned areas, these utilities should be staked with an 21 accuracy producing no more than 0.1 ft tolerance from a speciiied location. 22 e. The accuracy required for the vertical location of utilities varies widely. Many 23 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 24 should be maintained. Underground and overhead utilities on planned profile, 25 but not depending on gravity flow for performance, should not exceed 0.1 ft. 26 tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre-established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field wark shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monumcnts 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 2 3 4 5 6 7 1. Notify City or Developer's Project Representative if any control data needs to be restored or rcplaced due to damagc causcd during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City or Developer's Project Representative may require at any time a survey "Field Check" of any monumcnt or bcnchmarks that are set be verified by the City surveyors or Developer's Project Representative before further associated work can move forward. 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [ox] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 L The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3`d party contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility far accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 23 24 25 26 27 28 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USEDJ 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instrucrion and modifed measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout subinittal 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 2/14/20l S M Owen Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout subinittal re uirements; added acce table de th CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nuinbcr� Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 ement criteria; revised list of items requiring as-built survey "during" and construction; and revised acceptable digital survey file format CITY OF FORT WORTH [[nscrt Projcct Namc] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Nutnbcr� Revised February 14, 2018 017423-1 DAP CLEANING Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 SECTION O1 74 23 CLEANING 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 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 112 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 7 8 9 10 11 12 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] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 24 25 26 27 28 29 30 31 32 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017423-3 DAP CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Wark and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 77 19 CLOSEOUT REQUIREMENTS 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 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 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 far this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the Ciry. 25 1.5 SUBMITTALS 26 27 28 29 30 31 32 33 34 35 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 8 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accardance with Section O1 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractar 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 Wark has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 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 USEDJ 3.6 RE-INSTALLATION [NOT USED] 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 [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 29 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this Ciry of Fort Worth Standard Specification 13 1. None. 14 15 16 17 1.2 18 19 20 21 1.3 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 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 far this Item. REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accardance with Section O1 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 31 32 33 34 35 36 37 A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8'/2 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 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 3 � d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic arder 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 Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 £ Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.S.A.1 — title of section removed 4/7/2014 M.Domenech Revised far DAP Application CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 O1 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 78 39 PROJECT RECORD DOCUMENTS 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 l.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other pocuments where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 20 21 22 23 24 25 26 27 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] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 31 32 33 34 35 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a"cloud" around the area or areas 48 affected. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ��a 23 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments 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 [ou] 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 24 CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102048 Revised Apri17, 2014 321313-1 CONCRETE PAVING Page 1 of 21 2 SECTION 32 13 13 CONCRETE PAVING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of portland cemcnt concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Changed Minimum compressive Strength from 3600 Psi to 4000 Psi concrete per 10 Geotech Recommendation. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1- General Requirements 14 3. Section 32 O1 29 - Concrete Paving Repair 15 4. Section 32 13 73 - Concrete Paving Joint Sealants 16 1.2 PRICE AND PAYMENT PROCEDURES 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 A. Measurement 1. Measurement a. Measurement for this Item shall be by the square yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1) Classes 2) Thicknesses 2. Payment a. The work performed and materials furnished in accardance with this Item will be paid for at the unit price bid per square yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placement area b. Furnishing and applying all water required c. Furnishing, loading and unloading, storing, hauling and handling all concrete ingredients including all freight and royalty involved d. Mixing, placing, finishing and curing all concrete e. Furnishing and installing all reinforcing steel £ Furnishing all materials and placing longitudinal, warping, expansion, and contraction joints, including all steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler material in the proper position; for coating steel bars where required by the Drawings g. Sealing joints h. Monolithically poured curb i. Cleanup CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 2 CONCRETE PAVING Page 2 of 21 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 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. ASTM International (ASTM): a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete Reinforcement b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field c. C33, Concrete Aggregates d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete f. C94/C94M, Standard Specifications for Ready-Mixed Concrete g. C150, Portland Cement h. C156, Water Retention by Concrete Curing Materials i. C 172, Standard Practice for Sampling Freshly Mixed Concrete j. C260, Air Entraining Admixtures for Concrete k. C309, Liquid Membrane-Forming Compounds far Curing Concrete, Type 2 L C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral Admixture in Concrete n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete o. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- Cement Concrete p. C1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 3. American Concrete Institute (ACI): a. ACI 305.1-06 Specification for Hot Weather Concreting b. ACI 306.1-90, Standard Specification for Cold Weather Concreting c. ACI 318 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. See Item 2.4.A. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised December 20, 2012 32 13 13 - 3 CONCRETE PAVING Page 3 of 21 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A. Weather Conditions 1. Place concrete when concrete temperature is between 40 and 100 degrees when measured in accardance with ASTM C1064 at point of placement. 2. Hot Weather Concreting a. Take immediate corrective action or cease paving when the ambient temperature exceeds 95 degrees. b. Concrete paving operations shall be approved by the City when the concrete temperature exceeds 100 degrees. See Standard Specification for Hot Weather Concreting (ACI 305.1-06). 3. Cold Weather Concreting a. Do not place when ambient temp in shade is below 40 degrees and falling. Concrete may be placed when ambient temp is above 35 degrees and rising or above 40 degrees. b. Concrete paving operations shall be approved by the City when ambient temperature is below 40 degrees. See Standard Specification far Cold Weather Concreting (ACI 306.1-90). 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light, or as directed by the City. 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 27 28 29 30 31 32 33 34 35 36 37 38 2.2 MATERIALS A. Cementitious Material: ASTM C150. B. Aggregates: ASTM C33. C. Water: ASTM C1602. D. Admixtures: When admixtures are used, conform to the appropriate specification: 1. Air-Entraining Admixtures for Concrete: ASTM C260. 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3. Fly Ash a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM C618. b. Fly ash may be substituted at one pound per pound of cement up to 25% of the specified cement content when such batch design is approved by the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 4 CONCRETE PAVING Page 4 of 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 E. Steel Reinforcement: ASTM A615. F. Steel Wire Reinforcement: Not used for concrete pavement. G. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy for powel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 15 16 17 18 19 20 21 22 23 24 b. Epoxy Use, Storage and Handling 1) Package components in airtight containers and protect from light and moisture. 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Brand name c) Name of manufacturer CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 5 CONCRETE PAVING Page 5 of 21 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 4) 5) 6) 7) 8) d) Lot or batch number e) Temperature range for storage fl Date of manufacture g) Expiration date h) Quantity contained Store epoxy and adhesive components at temperatures recommended by the manufacturer. Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. Follow sound environmental practices when disposing of epoxy and adhesive wastes. Dispose of all empty containers separately. Dispose of epoxy by completely emptying and mixing the epoxy before disposal H. Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of inetal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler 1. Joint filler is the material placed in concrete pavement and concrete structures to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. 1) Boards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. 2) Joint �ller, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. 3) Boards shall be furnished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. 3. Dimensions. The thickness of the expansion joint filler shall be shown on the Drawings; the width shall be not less than that shown on the Drawings, providing for the top seal space. 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the requirements of this specification. 46 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 6 CONCRETE PAVING Page 6 of 21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 K. Curing Materials 1. Membrane-Forming Compounds. a. Conform to the requirements of ASTM C309, Type 2, white pigmented compound and be of such nature that it shall not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete. b. The compound shall produce a iirm, continuous uniform moisture-impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. c. It shall, when applied to the damp concrete surface at the specified rate of coverage, dry to touch in 1 hour and dry through in not more than 4 hours under normal conditions suitable for concrete operations. d. It shall adhere in a tenacious film without running off or appreciably sagging. e. It shall not disintegrate, check, peel or crack during the required curing period. f. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. g. The compound shall be delivered to the job site in the manufacturer's original containers only, which shall be clearly labeled with the manufacturer's name, the trade name of the material and a batch number or symbol with which test samples may be correlated. h. When tested in accardance with ASTM C156 Water Retention by Concrete Curing Materials, the liquid membrane-forming compound shall restrict the loss of water present in the test specimen at the time of application of the curing compound to not more than 0.01-oz.-per-2 inches of surface. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Mix Design 1. Concrete Mix Design and Control a. At least 10 calendar days prior to the start of concrete paving operations, the Contractor shall submit a design of the concrete mix it proposes to use and a full description of the source of supply of each material component. b. The design of the concrete mix shall produce a quality concrete complying with these specifications and shall include the following information: 1) Design Requirements and Design Summary 2) Material source 3) Dry weight of cementicubic yard and type 4) Dry weight of fly ash/cubic yard and type, if used 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 6) Design water/cubic yard 7) Quantities, type, and name of admixtures with manufacturer's data sheets 8) Current strength tests or strength tests in accordance with ACI 318 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates and date of tests 10) Fineness modulus of fine aggregate 11) Specific Gravity and Absorption Values of fine and coarse aggregates 12) L.A. Abrasion of coarse aggregates c. Once mix design approved by City, maintain intent of mix design and maximum water to cement ratio. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 7 CONCRETE PAVING Page 7 of 21 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 d. No concrete may be placed on the job site until the mix design has been approved by the City. 2. Quality of Concrete a. Consistency 1) In general, the consistency of concrete mixtures shall be such that: a) Mortar shall cling to the coarse aggregate b) Aggregate shall not segregate in concrete when it is transported to the place of deposit c) Concrete, when dropped directly from the discharge chute of the mixer, shall flatten out at the center of the pile, but the edges of the pile shall stand and not flow d) Concrete and mortar shall show no free water when removed from the mixer e) Concrete shall slide and not flow into place when transported in metal chutes at an angle of 30 degrees with the horizontal fj Surface of the finished concrete shall be free from a surface film or laitance 2) When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by hand sprayer only and be held to a minimum amount. 3) The concrete shall be workable, cohesive, possess satisfactory finishing qualities and be of the stiffest consistency that can be placed and vibrated into a homogeneous mass. 4) Excessive bleeding shall be avoided. 5) If the strength or consistency required for the class of concrete being produced is not secured with the minimum cement specified or without exceeding the maximum water/cement ratio, the Contractor may use, or the City may require, an approved cement dispersing agent (water reducer); or the Contractor shall furnish additional aggregates, or aggregates with different characteristics, or the Contractor may use additional cement in order to produce the required results. 6) The additional cement may be permitted as a temporary measure, until aggregates are changed and designs checked with the different aggregates or cement dispersing agent. 7) The Contractor is solely responsible for the quality of the concrete produced. 8) The City reserves the right to independently verify the quality of the concrete through inspection of the batch plant, testing of the various materials used in the concrete and by casting and testing concrete cylinders or beams on the concrete actually incorporated in the pavement. b. Standard Class 1) Unless otherwise shown on the Drawings or detailed specifications, the standard class for concrete paving for streets and alleys is shown in the following table: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 321313-5 CONCRETE PAVING Page 8 of 21 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strength� Cementitious, Maximum psi Ratio Size inch P 517 4000 0.49 1-1/2 H 564 4500 0.45 1-1/2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1. All exposed horizontal concrete shall have entrained-air. 2. Minimum Compressive Strength Required. 3. Compressive strength of Class P has been increased to 4000 psi per the Geotech repart 2) Machine-Laid concrete: Class P 3) Hand-Laid concrete: Class H c. High Early Strength Concrete (HES) 1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. 3) No strength overdesign is required. Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concretei Cementitious Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 18 19 20 21 22 23 24 25 26 d. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Concrete Pavement Slum Re uirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Sli -Form/Form-Ridin Pavin 1-1/2 3 Hand Formed Pavin 4 5 Sidewalk, Curb and Gutter, Concrete 4 5 Vallcy Gutter and Other Miscellaneous Concrete 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 9 CONCRETE PAVING Page 9 of 21 1 2 3 4 3) Any concrete mix failing to meet the above consistency requirements, although meeting the slump requirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 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 A. Equipment 1. All equipment necessary for the construction of this item shall be on the project. 2. The equipment shall include spreading devices (augers), internal vibration, tamping, and surface floating necessary to finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pavement. 3. Machine-Laid Concrete Pavement a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms that are uniformly supported on a very firm subbase to prevent sagging under the weight of machine. b. Slip-Form Paver 1) Slip-form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape and strength so as to support the concrete laterally for a sufficient length of time during placement. 2) City may reject use of Slip-Form Paver if paver requires over-digging and impacts trees, mailboxes or other improvements. 4. Hand-Laid Concrete Pavement a. Machines that do not incorporate these features, such as roller screeds or vibrating screeds, shall be considered tools to be used in hand-laid concrete construction, as slumps, spreading methods, vibration, and other procedures are more common to hand methods than to machine methods. 5. City may reject equipment and stop operation if equipment does not meet requirements. B. Concrete Mixing and Delivery 1. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this speciiication and ASTM C94/C94M. City shall have access ready mix to get samples of materials. b. City shall have access to ready mix plant to obtain material samples. c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 15 percent and 85 percent of the load. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 10 CONCRETE PAVING Page 10 of 21 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 3 � 2) The method of sampling shall provide that the samples are representative of widely separated portions, but not from the very ends of the batch. d. The mixing of each batch, after all materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniform mass as determined by established mixer performance ratings and inspection, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. Retempering or remixing shall not be permitted. Delivery a. Deliver concrete at an interval not exceeding 30 minutes or as determined by City to prevent cold joint. Delivery Tickets a. For all operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at the site a delivery ticket on which is printed, stamped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial number of ticket 3) Date 4) Truck number 5) Name of purchaser 6) Specific designation of job (name and location) 7) Specific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first mixing of cement and aggregates 10) Water added by receiver of concrete 11) Type and amount of admixtures C. Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper sequence with the preparation of the subgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be corrected. 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum density as determined by ASTM D698. 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the pavement to ensure its being in a firm and moist condition. 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution of the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - I 1 CONCRETE PAVING Page 11 of 21 1 9. The Contractor shall notify the City at least 24 hours in advance of its intention to 2 place concrete pavement. 3 10. After the specified moisture and density are achieved, the Contractor shall maintain 4 the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 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 D. Placing and Removing Forms 1. Placing Forms a. Forms for machine-laid concrete 1) The side forms shall be metal, of approved cross section and bracing, of a height no less than the prescribed edge thickness of the concrete section, and a minimum of 10 feet in length for each individual form. 2) Forms shall be of ample strength and staked with adequate number of pins capable of resisting the pressure of concrete placed against them and the thrust and the vibration of the construction equipment operating upon them without appreciable springing, settling or deflection. 3) The forms shall be free from warps, bends or kinks and shall show no variation from the true plane for face or top. 4) Forms shall be jointed neatly and tightly and set with exactness to the established grade and alignment. 5) Forms shall be set to line and grade at least 200 feet, where practicable, in advance of the paving operations. 6) In no case shall the base width be less than 8 inches for a form 8 inches or more in height. 7) Forms must be in firm contact with the subgrade throughout their length and base width. 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes or other additional supports may be necessary to provide the required stability. b. Forms for hand-laid concrete 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 inches in thickness or equivalent when wooden forms are used, or be of a gauge that shall provide equivalent rigidity and strength when metal forms are used. 2) For curves with a radius of less than 250 feet, acceptable flexible metal or wood forms shall be used. 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be rejected. 2. Settling. When forms settle over 1/8 inch under finishing operations, paving operations shall be stopped the forms reset to line and grade and the pavement then brought to the required section and thickness. 3. Cleaning. Forms shall be thoroughly cleaned after each use. 4. Removal. a. Forms shall remain in place until the concrete has taken its final set. b. Avoid damage to the edge of the pavement when removing forms. c. Repair damage resulting from form removal and honeycombed areas with a mortar mix within 24 hours after form removal unless otherwise approved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 12 CONCRETE PAVING Page 12 of 21 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 �� e. Clean joint face and repair honeycombed or damaged areas within 24 hours after a bulkhead for a transverse construction joint has been removed unless otherwise approved. When forms are removed before 72 hours after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement. E. Placing Reinforcing Steel, Tie, and Dowel Bars L General a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed as shown on the Drawings. b. All reinforcing steel shall be clean, free from rust in the form of loose ar objectionable scale, and of the type, size and dimensions shown on the Drawings. c. Reinforcing bars shall be securely wired together at the alternate intersections and all splices and shall be securely wired at each intersection dowel and load- transmission unit intersected. d. All bars shall be installed in their required position as shown on the Drawings. e. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, where permitted, such storage shall be limited to quantities and distribution that shall not induce excessive stresses. 2. Splices a. Provide standard reinforcement splices by lapping and tying ends. b. Comply with ACI 318 for minimum lap of spliced bars where not specified on the Drawings. 3. Installation of Reinforcing Steel a. All reinforcing bars and bar mats shall be installed in the slab at the required depth below the finished surface and supported by and securely attached to bar chairs installed on prescribed longitudinal and transverse centers as shown by sectional and detailed drawings on the Drawings. b. Chairs Assembly. The chair assembly shall be similar and equal to that shown on the Drawings and shall be approved by the City prior to extensive fabrication. c. After the reinforcing steel is securely installed above the subgrade as specified in Drawings and as herein prescribed, no loading shall be imposed upon the bar mats or individual bars before or during the placing or finishing of the concrete. 4. Installation of Dowel Bars a. Install through the predrilled joint filler and rigidly support in true horizontal and vertical positions by an assembly of bar chairs and dowel baskets. b. Dowel Baskets 1) The dowels shall be held in position exactly parallel to surface and centerline of the slab, by a dowel basket that is left in the pavement. 2) The dowel basket shall hold each dowel in exactly the correct position so firmly that the dowel's position cannot be altered by concreting operations. c. Dowel Caps 1) Install cap to allow the bar to move not less than 1-1/4 inch in either direction. 5. Tie Bar and Dowel Placement a. Place at mid-depth of the pavement slab, parallel to the surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 13 CONCRETE PAVING Page 13 of 21 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 b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding operations. 3) Blow out drilled holes with compressed air. 4) Completely iill the drilled hole with approved epoxy before inserting the tie bar into the hole. 5) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joints 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with the surface of the pavement. 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 4. Joint Dimensions a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film of grease or other approved de-bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction 7oints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Joints shall be sawed into the completed pavement surface as soon after initial concrete set as possible so that some raveling of the concrete is observed in order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 14 CONCRETE PAVING Page 14 of 21 1 2 3 4 5 6 7 8 9 10 11 12 � e. f. g• h. i. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual pavement thickness, or deeper if so indicated on the Drawings. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. If sharp edge joints are being obtained, the sawing process shall be sped up to the point where some raveling is observed. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint sha11 be minimized. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 � 10 7. Transverse Construction Joints a. Construction joints formed at the close of each day's work or when the placing of concrete has been stopped for 30-minutes or longer shall be constructed by use of inetal or wooden bulkheads cut true to the section of the finished pavement and cleaned. b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. c. Longitudinal bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4 inch radius. e. Any surplus concrete on the subgrade shall be removed upon the resumption of the work. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. Joint Filler a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the Drawings. b. Redwood Board joints shall be used for all pavement joints except for expansion joints that are coincident with a butt joint against existing pavements. c. Boards with less than 25-percent of moisture at the time of installation shall be thoroughly wetted on the job. d. Green lumber of much higher moisture content is desirable and acceptable. e. The joint filler shall be appropriately drilled to admit the dowel bars when required. f. The bottom edge of the filler shall extend to or slightly below the bottom of the slab. The top edge shall be held approximately 1/2 inch below the finished surface of the pavement in order to allow the finishing operations to be continuous. g. The joint filler may be composed of more than one length of board in the length of joint, but no board of a length less than 6 foot may be used unless otherwise shown on the Drawings. h. After the removal of the side forms, the ends of the joints at the edges of the slab shall be carefully opened for the entire depth of the slab. Joint Sealing. Routine pavement joints sha11 be filled consistent with paving details and as specified in Section 32 13 73. Materials shall generally be handled and applied according to the manufacturer's recommendations as specified in Section 32 13 73. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - IS CONCRETE PAVING Page 15 of 21 1 G. Placing Concrete 2 1. Unless otherwise specified in the Drawings, the finished pavement shall be 3 constructed monolithically and constructed by machined laid method unless 4 impractical. 5 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 6 shall be distributed to the required depth and for the entire width of the pavement 7 by shoveling or other approved methods. 8 3. Any concrete not placed as herein prescribed within the time limits in the following 9 table will be rejected. Time begins when the water is added to the mixer. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Tem erature — Time Re uirements Concrete Temperature Max Time — minutes Max Time — minutes at oint of lacement no retardin a ent with retardin a ent i Non-A itated Concrete All tem eratures 45 45 A itated Concrete Above 90°F Time may be reduced by 75 Cit Above 75°F thru 90°F 60 90 75°F and Below 60 120 1 Normal dosage of retarder. 4 5 � Rakes shall not be used in handling concrete. At the end of the day, or in case of unavoidable interruption or delay of more than 30 minutes or longer to prevent cold joints, a transverse construction joint shall be placed in accordance with 3.4.F.7 of this Section. Honeycombing a. Special care shall be taken in placing and spading the concrete against the forms and at all joints and assemblies so as to prevent honeycombing. b. Excessive voids and honeycombing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rejection of the section of slab in which the defect occurs. H. Finishing 1. Machine a. Tolerance Limits 1) While the concrete is still workable, it shall be tested for irregularities with a 10 foot straightedge placed parallel to the centerline of the pavement so as to bridge depressions and to touch all high spots. 2) Ordinates measured from the face of the straightedge to the surface of the pavement shall at no place exceed 1/16 inch-per-foot from the nearest point of contact. 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater than 1/8 inch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 16 CONCRETE PAVING Page 16 of 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 4) Any surface not within the tolerance limits shall be reworked and re�nished. b. Edging 1) The edges of slabs and all joints requiring edging shall be carefully tooled with an edger of the radius required by the Drawings at the time the concrete begins to take its "set" and becomes non-workable. 2) All such work shall be left smooth and true to lines. 2. Hand a. Hand finishing permitted only in intersections and areas inaccessible to a finishing machine. b. When the hand method of striking off and consolidating is permitted, the concrete, as soon as placed, shall be approximately leveled and then struck off with screed bar to such elevation above grade that, when consolidated and finished, the surface of the pavement shall be at the grade elevation shown on the Drawings. c. A slight excess of material shall be kept in front of the cutting edge at all times. d. The straightedge and joint finishing shall be as prescribed herein. 18 I. Curing 19 1. The curing of concrete pavement shall be thorough and continuous throughout the 20 entire curing period. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Failure to provide proper curing as herein prescribed shall be considered as sufficient cause for immediate suspension of the paving operations. The curing method as herein specified does not preclude the use of any of the other commonly used methods of curing, and the City may approve another method of curing if so requested by the Contractor. If any selected method of curing does not afford the desired results, the City shall have the right to order that another method of curing be instituted. After removal of the side forms, the sides of the slab shall receive a like coating before earth is banked against them. The solution shall be applied, under pressure with a spray nozzle, in such a manner as to cover the entire surfaces thoroughly and completely with a uniform film. The rate of application shall be such as to ensure complete coverage and shall not exceed 20-square-yards-per-gallon of curing compound. When thoroughly dry, it shall provide a continuous and flexible membrane, free from cracks or pinholes, and shall not disintegrate, check, peel or crack during the curing period. 9. If for any reason the seal is broken during the curing period, it shall be immediately repaired with additional sealing solution. 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing Materials, the curing compound shall provide a film which shall have retained within the test specimen a percentage of the moisture present in the specimen when the curing compound was applied according to the following. 11. Contractor shall maintain and properly repair damage to curing materials on eXposed surfaces of concrete pavement continuously for a least 72 hours. 45 J. Monolithic Curbs 2. 3. 4. 5. 6. 7. 8. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 17 CONCRETE PAVING Page 17 of 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried back from the paving mixer, shall be placed within 20-minutes after being mixed. 2. After the concrete has been struck off and sufficiently set, the exposed surfaces shall be thoroughly worked with a wooden flat. 3. The exposed edges shall be rounded by the use of an edging tool to the radius indicated on the Drawings. 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. K. Alley Paving 1. Alley paving shall be constructed in accordance with the specifications for concrete paving hereinbefore described, in accordance with the details shown on the Drawings, and with the following additional provisions: a. Alley paving shall be constructed to the typical cross sections shown on the Drawings. b. Transverse expansion joints of the type shown on the Drawings shall be constructed at the property line on each end of the alley with a maximum spacing of 600 feet. c. Transverse contraction and dummy joints shall be placed at the spacing shown on the Drawings. d. Contraction and dummy joints shall be formed in such a manner that the required joints shall be produced to the satisfaction of the City. e. All joints shall be constructed in accordance with this specification and filled in accordance with the requirement of Section 32 13 73. L. Pavement Leaveouts 24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 25 provided at location indicated on the Drawings or as directed by the City. 26 2. The extent and location of each leaveout required and a suitable crossover 27 connection to provide for traffic movements shall be determined in the field by the 28 City. 29 3.5 REPAIR 30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 31 specified in Section 32 O1 29. 32 3.6 RE-INSTALLATION [NOT USED] 33 3.7 SITE QUALITY CONTROL 34 35 36 37 38 39 40 41 42 43 A. Concrete Placement 1. Place concrete using a fully automated paving machine. Hand paving only permitted in areas such as intersections where use of paving machine is not practical a. All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the City. b. Screeds will not be allowed except if approved by the City. B. Testing of Materials 1. Samples of all materials for test shall be made at the expense of the City, unless otherwise specified in the special provisions or in the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 18 CONCRETE PAVING Page 18 of 21 1 2. In the event the initial sampling and testing does not comply with the speciiications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the Contractor's expense at the same rate charged by the 4 commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 C. Pavement Thickness Test Upon completion of the work and before final acceptance and final payment shall be made, pavement thickness test shall be made by the City. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. The cost for the initial pavement thickness test shall be the expense of the City. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 2 3. 4. 5. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 6. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Proportional Part Determined b Cores Of Contract Price Inches Allowed 0.00 — 020 100 percent 0.21 — 030 80 percent 031 — 0.40 70 percent 0.41 — 0.50 60 percent 22 23 7. 24 25 26 8. 27 28 9. 29 30 31 10 32 33 34 35 11 36 Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. Any area of pavement found deficient in thickness by more than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. 37 D. Pavement Strength Test CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 19 CONCRETE PAVING Page 19 of 21 1 1. During the progress of the work the City shall provide trained technicians to cast 2 test cylinders for conforming to ASTM C31, to maintain a check on the 3 compressive strengths of the concrete being placed. 4 2. After the cylinders have been cast, they shall remain on the job site and then 5 transported, moist cured, and tested by the City in accordance with ASTM C31 and 6 ASTM C39. 7 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at 8 28 days, and 1 cylinder shall be held or tested at 56 days, if necessary. 9 4. If the 28 day test results indicate deficient strength, the Contractor may, at its option 10 and expense, core the pavement in question and have the cores tested by an 11 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, eXcept 12 the average of all cores must meet 100 percent of the minimum specified strength, 13 with no individual core resulting in less than 90 percent of design strength, to 14 override the results of the cylinder tests. 15 16 17 18 19 20 21 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the Contractor's expense as show in the following table. Percent Deficient Percent of Contract Price Allowed Greater Than 0 ercent - Not More Than 10 ercent 90- ercent Greater Than 10 ercent - Not Mare Than 15 ercent 80- ercent Greater Than 15 percent 0-percent ar removed and replaced at the entire cost and ex ense of Contractor as directed b Ci 22 23 24 25 26 27 28 29 7. The amount of penalty shall be deducted from payment due to Contractor; such as penalry deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the Drawings and/or specifications. E. Cracked Concrete Acceptance Policy 30 1. If cracks exist in concrete pavement upon completion of the project, the Project 31 Inspector shall make a determination as to the need for action to address the 32 cracking as to its cause and recommended remedial work. 33 2. If the recommended remedial work is routing and sealing of the cracks to protect 34 the subgrade, the Inspector shall make the determination as to whether to rout and 35 seal the cracks at the time of final inspection and acceptance or at any time priar to 36 the end of the project maintenance period. The Contractor shall perform the routing 37 and sealing work as directed by the Project Inspector, at no cost to the City, 38 regardless of the cause of the cracking. CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised December 20, 2012 32 13 13 - 20 CONCRETE PAVING Page 20 of 21 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 3 � 5 � fll If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the Contractor will attempt to agree on the cause of the cracking. If agreement is reached that the cracking is due to deficient materials or workmanship, the Contractor shall perform the remedial work at no cost to the City. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. If remedial work beyond routing and sealing is determined to be necessary, and the Inspector and the Contractor agree that the cause of the cracking is not deficient materials or workmanship, the City may request the Contractor to provide an estimate of the cost of the necessary remedial work and/or additional work to address the cause of the cracking, and the Contractor will perform that work at the agreed-upon price if the City elects to do so. If remedial work is necessary, and the Inspector and the Contractor cannot agree on the cause of the cracking, the City may hire an independent geotechnical engincer to perform testing and analysis to determine the cause of the cracking. The contractor will escrow 50 percent of the proposed costs of the geotechnical contract with the City. The Contractor and the City shall use the services of a geotechnical firm acceptable to both parties. If the geotechnical engineer determines that the primary cause of the cracking is the Contractor's deficient material or workmanship, the remedial work will be performed at the Contractor's entire expense and the Contractor will also reimburse the City for the balance of the cost of the geotechnical investigation over and above the amount that has previously been escrowed. Remedial work in this case shall be limited to removing and replacing the deficient work with new material and workmanship that meets the requirements of the contract. If the geotechnical engineer determines that the primary cause of the cracking is not the Contractor's deficient material or workmanship, the City will return the escrowed funds to the Contractor. The Contractor, on request, will provide the City an estimate of the costs of the necessary remedial work and/or additional work and will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 3.11 CLOSEOUT ACTIVITIES [NOT USED] 35 3.12 PROTECTION [NOT USED] 36 3.13 MAINTENANCE [NOT USED] 37 314 ATTACHMENTS [NOT USED] 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Chapel Creek Phase 5 102048 32 13 13 - 21 CONCRETE PAVING Page 21 of 21 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A — Modified items to be included in price bid OS/21/2014 Doug Rademaker 2.2.D — Modified to clarify acceptable fly ash substitution in conarete paving CITY OF FORT WORTH Chapel Creek Phase 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102048 Revised December 20, 2012 540 Item 540 Metal Beam Guard Fence 1. DESCRIPTION 2. 2.1 2.2. 2.2.1 2.2.2 � �} Texas Depamnent ol Transporterion Furnish, install, replace, or adjust metal beam guard fence consisting of inetal beam rail elements, hardware, blocks, and support posts. MATERIALS Provide samples of inetal beam rail elements, terminal sections, bolts, and nuts for compliance testing according to Tex-708-I and Tex-713-I to verify physical and chemical properties meet AASHTO M 180 when directed. Obtain materials at the locations shown on the plans when the plans designate that the Department will furnish materials. Metal Beam Rail Elements. Furnish new metal beam rail elements, transitions, anchor sections, and terminals that meet the requirements of Table 1 and are from a manufacturer on the DepartmenYs MPL of rail element manufacturers. Type I or II is required, unless otherwise shown on the plans. Base metal for metal beam rail elements must not contain more than 0.04% phosphorous or more than 0.05% sulfur. Warped or deformed rail elements will be rejected. Table 1 Rail Element Re uirements S ecification AASHTO M 180 Class A— Base metal nominal thickness 0.105 in. B— Base metal nominal thickness 0.135 in. I— Zinc-coated 1.80 oz. per square foot minimum single-spot. Type II— Zinc-coated 3.60 oz. per square foot minimum single-spot. IV— Weatherin Steel re uired when shown on the lans . W-Beam Shape Thrie Beam W-Beam to Thrie Beam Transition Permanently mark each metal beam rail element with the information required in AASHTO M 180. In addition, permanently mark all curved Markings sections of inetal beam rail element with the radius of the curved section in the format "R=XX ft." Markings must be on the back of the metal beam rail section awa from traffic and visible after erection. Posts. Furnish new round timber, rectangular timber, or rolled steel section posts in accordance with details shown on the plans and the following requirements: Timber Posts. Meet the requirements of DMS-7200, "Timber Posts and Blocks for Metal Beam Guard Fence." Purchase from a manufacturer or supplier on the DepartmenYs MPL of timber treating plants and suppliers. Steel Posts. Provide rolled sections conforming to the material requirements of ASTM A36. Drill or punch posts for standard rail attachment as shown on the plans. Galvanize according to Item 445, "Galvanizing." Low-fill culvert posts may be fabricated as galvanized "blanks" with the rail hole and the final height field 743 540 fabricated. Treat all exposed post surfaces causetl by the field fabrication in accordance with Section 445.3.5., "Repairs." 2.3. Blocks. Furnish new rectangular timber or composite blocks in accordance with tletails shown on the plans and the following requirements: 2.3.1. Timber. Meet the requirements of DMS-7200, "Timber Posts and Blocks for Metal Beam Guard Fence." Purchase from a manufacturer or supplier on the DepartmenYs MPL of timber treating plants and suppliers. 2.3.2. Composite. Meet the requirements of DMS-7210, "Composite Material Posts and Blocks for Metal Beam Guard Fence." Purchase from a manufacturer on the DepartmenYs MPL of composite material blocks and posts. 2.4. Fittings. Furnish new fittings (bolts, nuts, and washers) according to the details shown on the plans and galvanized according to Item 445, "Galvanizing." 2.5. Terminal Connectors. Furnish new terminal connectors, where required, meeting the material and galvanizing requirements specified for metal beam rail elements. 2.6. Concrete. Furnish concrete for terminal anchor posts meeting the requirements for Class A concrete as required in Item 421, "Hydraulic Cement Concrete." 2.7. Curb. If indicated in the details, furnish the curb shown with metal beam guard fence transition as required by Item 529, "Concrete Curb, Gutter, and Combined Curb antl Gutter." 2.8. Terminal Anchor Posts. Furnish new terminal anchor posts from steel conforming to the material requirements of ASTM A36. Fabricate posts according to Item 441, "Steel Structures." Galvanize terminal anchor posts after fabrication according to Item 445, "Galvanizing." 2.9. Driveway Terminal Anchor Posts. Furnish new terminal anchor posts from steel conforming to the material requirements of ASTM A36. Fabricate posts according to Item 441, "Steel Structures." Galvanize terminal anchor posts after fabrication according to Item 445, "Galvanizing." 2.10. Downstream Anchor Posts. Furnish new terminal anchor posts consisting of new rectangular timber and new steel foundation tubes according to details shown on the plans. 2.11. Downstream Anchor Hardware. Furnish new hardware (brackets, plates, struts, cable, etc.) according to the details shown on the plans and galvanized according to Item 445, "Galvanizing." 2.12. Controlled Released Terminal (CRT) Posts. Furnish new CRT posts according to the details shown on the plans and conforming to the requirements of DMS-7200, "Timber Posts and Blocks for Metal Beam Guard Fence." Purchase from a manufacturer or supplier on the DepartmenYs MPL of timber treating plants and suppliers. 3. CONSTRUCTION Install posts and rail elements according to details shown on the plans. 3.1. Posts. Install posts by either drilling or driving. 3.1.1. Drilling. Drill holes and set posts plumb and firm to the line and grade shown. Backfill posts by thoroughly compacting material to the density of adjacent undisturbed material. 3.1.2. Driving. Drive posts plumb with approved power hammers (steam, compressed air, vibratory, or diesel) or gravity hammers to the line and grade shown while preventing damage to the post. Use pilot holes when required and approved. Determine the size and depth of pilot holes based on results of the first few posts 744 540 driven. Thoroughly tamp loosened soil around the post, fill voids with suitable material, and thoroughly compact to the density of adjacent undisturbed material. 3.2. Rail Elements. Erect metal beam rail elements to produce a smooth, continuous rail paralleling the line and grade of the roadway surface or as shown on the plans. Bolt rail elements end-to-end and lap splices in the direction of traffic. Field-drill or punch holes in rail elements for special details, only when approved. 3.3. Short Radius. Special rail fabrication with a required radius must be as shown on the plans. 3.4. Terminal Anchor Posts. Embed terminal anchor posts in concrete, unless otherwise shown on the plans. 3.5. Galvanizing Repair. Repair all parts of galvanized steel posts, washers, bolts, and rail elements after erection where galvanizing has become scratched, chipped, or otherwise damaged. Repair in accordance with Section 445.3.5., "Repairs." 3.6. Guardrail Adjustment. Work includes vertical adjustment, horizontal shift, and overlap of the rail element to meet the detail shown on the plans. 3.7. Curb. If indicated in the details, construct the curb shown with metal beam guartl fence transition as required by Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter." 3.8. Driveway Terminal Anchor Posts. Embed terminal anchor posts in concrete, unless otherwise shown on the plans. 4. MEASUREMENT 4.1. Guard Fence. Measurement will be by the foot of fence. Fence will be measured on the face of the rail in place, from center-to-center of end splice locations. 4.2. Terminal Anchor Sections. Measurement will be by each section, complete in place, consisting of a terminal anchor post and one 25-ft. section of rail element. 4.3. Transitions. Transitions for rail connection will be measured by each transition. 4.4. Short Radius. Measurement will be by the foot to the nearest whole foot along the face of the rail in place, from beginning of radius (first CRT post) to the end of radius. 4.5. Driveway Terminal Anchor Section. Measurement will be by each section, complete in place, consisting of a driveway terminal anchor post and one 6-ft. section of rail element. 4.6. Downstream Anchor Terminal. Measurement will be by each section, complete in place, consisting of one W-Beam end section, 2 downstream anchor posts, and one rail section. 4.7. Long Span System. Measurement will be by the foot of fence. Fence will be measured on the face of the rail, in place, between the first CRT and last CRT posts in the system. 5. PAYMENT The work performed and material furnished in accordance with this Item and measured as provided under "MeasuremenY' will be paid at the unit price bid for "Metal W-Beam Guard Fence" of the post type specified; "Metal Thrie Beam Guard Fence" of the post type specified; "Terminal Anchor Section'; "Metal Beam Guard Fence Transition" of the type specified; "Metal W-Beam Guard Fence AdjustmenY'; "Metal Thrie Beam Guard Fence AdjustmenY'; "Terminal Anchor Section AdjustmenY'; "Transition Adjustment'; "Short Radius'; "Driveway Terminal Anchor Section; "Downstream Anchor Terminal'; or "Metal Beam Guard Fence (Long Span System)." When weathering steel is required, Type IV will be specified. 745 540 Samples furnished to the Department for testing purposes, special backfill materials, and concrete curbs will not be paid directly but are subsidiary to this Item. 5.1. Guard Fence. The price bid for "Metal W-Beam Guard Fence" or "Metal Thrie Beam Guard Fence" is full compensation for materials, hauling, erection, setting posts in concrete, blocks, driving posts, excavating, backfilling, equipment, labor, tools, and incidentals. 5.2. Terminal Anchor Section. When a separate bid item is specified, the price bitl for "Terminal Anchor Section" is full compensation for furnishing the rail element, anchor assembly, terminal anchor post, and foundations; installing the rail element anchor assembly and the terminal anchor post and foundations; excavation and backfilling; and equipment, labor, tools, and incidentals. 5.3. Transition. The price bid for "Metal Beam Guard Fence Transition" is full compensation for furnishing nested sections of Thrie Beam; nested sections of W-Beam; Thrie Beam to W-Beam transitional rail piece, posts, concrete, curb, and connections to W-Beam guard fence and bridge rails; Thrie Beam terminal connectors; excavation and backfilling; and equipment, labor, tools, and incidentals. 5.4. Guardrail Adjustment. The price bid for "Metal W-Beam Guard Fence Adjustment," "Metal Thrie Beam Guard Fence Adjustment," "Terminal Anchor Section Adjustment," and "Transition Adjustment" is full compensation for furnishing materials not supplied by the Department, drilling holes in posts, hauling, erection, blocks, excavation, backfill, cleaning, salvaging materials, setting rail element anchor assembly and terminal anchor post, removal of rail element, concrete, curb, equipment, labor, tools, and incidentals. 5.5. Short Radius. The price bid for "Short Radius" is full compensation for furnishing special rail fabricated metal beam guard fence, CRT posts, steel posts, sand barrels, end terminal, cable anchor, materials, hauling, erection, blocks, driving posts, excavating, backfilling, equipment, labor, tools, and incidentals. 5.6. Driveway Terminal Anchor Section. The price bid for "Driveway Terminal Anchor Section" is full compensation for furnishing the rail element, driveway anchor assembly, driveway terminal anchor post, and foundations; installing the rail element anchor assembly and the driveway terminal anchor post and foundations; excavation and backfilling; and equipment, labor, tools, and incidentals. 5.7. Downstream Anchor Terminal. The price bid for "Downstream Anchor Terminal" is full compensation for furnishing the rail element, W-Beam end section, guardrail anchor bracket, shelf angle bracket, channel strut, downstream anchor posts, breakaway cable terminal (BCT) cable anchor assembly, and foundations; installing the BCT cable anchor assembly and the downstream anchor post and foundations; excavation and backfilling; and equipment, labor, tools, and incidentals. 5.8. Long Span System. The price bid for "Metal Beam Guard Fence (Long Span System)" is full compensation for furnishing the rail element, CRT posts, materials, hauling, erection, blocks, driving posts, excavating, backfilling, equipment, labor, tools, and incidentals. 746 544 Item 544 Guardrail End Treatments 1. DESCRIPTION Furnish and install, move, or remove guardrail end treatments. � �} Texas Depamnent ol Transporterion 2. MATERIALS 3. 4. Furnish new materials from the DepartmenYs MPL of rail element manufacturers. Obtain materials at the location shown on the plans when furnished by the Department. CONSTRUCTION Install guardrail end treatments in accordance with manufacturer's assembly and installation requirements and the details shown on the plans. Provide the Engineer with manufacturer's installation and repair manuals specific to the guardrail end treatment. Move or remove guardrail end treatments in accordance with the plans and as directed. Deliver salvageable materials in accordance with the plans or as directed. Dispose of unsalvageable materials in accordance with federal, state, and local regulations. MEASUREMENT This Item will be measured by each guardrail end treatment. 5. PAYMENT The work performed and the materials furnished in accordance with this Item and measured as provided for under "MeasuremenY' will be paid for at the unit price bid for "Guardrail End Treatment (Install)" of the post and type specified where applicable, "Guardrail End Treatment (Move and Reset)," or "Guardrail End Treatment (Remove)." This price is full compensation for foundations, materials, stockpiling, disposal of unsalvageable materials, equipment, labor, tools, and incidentals. Payment for "Guardrail End Treatment (Move and Reset)" will include each guardrail end treatment removed from a stockpile or from an existing location and reset in a new location as detailed on the plans or as directed. Payment for "Guardrail End Treatment (Remove)" will include each guardrail end treatment removed from an existing location and stockpiled at the location designated on the plans, disposed, or as otherwise directed. 750 APPENDIX GC-4A 1 Availability of Lands — Off"site Easements GC-4.02 Subsurface and Physical Conditions —Geotechnical Report Provided GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site -None GC-6.06.D Minority and Women Owned Business Enterprise Compliance — Not Required GC-6.07 Wage Rates - Not Required GC-6.09 Permits and Utilities - Urban Forestry Permit, Gas Encroachment Agreement, Floodplain Development Permit, and Tree Removal Permit GC-6.24 Nondiscrimination — None GR-01 60 00 Product Requirements — TPW Standard Product List GR-01 60 00 Product Requirements — CoFW Standard Product List CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 9 of 5 D220149172 6l26l2020 8:05 AM pGS 5 Fee: $35.00 5ubmitter: AVENU Electronically Recorded by Tarrant County Clerk in Official Public Records �,��,",� .�. �� Mary Louise Nicholson NOTICE aF CONFXDENTIALYTY RIGHTS: ]F YOU ARE A NATITRAL PERSON, YOU MAY RF.MOVE OR STRIKE ANY dR ALL OF THE FOLLO'WING INFORMA`i'YON F1tOM THIS 1NSTRUMENT BEFORE IT IS FII.ED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIV�R'S LICENSE NUMBER. Chapel Creek Phase S Parcel #36 12Q4 WESTPOINT BLVD BBB & C RY SURVEY Abstract 219 Tract 1D10 THE STATE OF TEXAS § § COTJNTY OF TARRANT § RIGHT-OF-WAY EASEMENT THAT 820/30 INTERCHANGE, LTD., a Texas limited pactnership, hereinafter referred to as "Grantor", for and in consideration of Ten DolZars {$1Q.40) and other valuable consideration paid by the City af Fort Worth, a municipal corporation of Tarrant Caunty, Texas, �•eceipt of whieh is hereby acknowledged, does Grant, Bargain, and Convey to said Ciry, its successors and assigns, the use, pa�sage in and alang tk�e Froperty ("Propert}�') sztuated in Taxxant County, Texas, hereinafter described in t�e attached Exhibits "A" and `B". Grantor does hereby acknowledge and agree that this conveyanee to City includes tlie right of the City to peimit the public to use the Property as a public rzght-of way. G�•antor also hereby ackilow�edges azid agrees that this conveyance to Cify includes the right of the City to consri-uct and install sidewalks an� to perznit utilit�es to be situated within the Praperty as z-equired by the City ar by lar�v. "Uiilities" includes but are not limited ta: water #'acilities, sewer faeilities, gas facilities electric facilities, telecomrnunication facilities, drainage facilities aiid o�er utilities as defined by law. It is intended by these presenfs ta can�ey a right-of-way to the said City of Fart Worih to ma�ntain and construct the right-af-way improvemenks, witl� the usual rights af ingress and egress in th� uecessary use ofsuch right-of-way, in and along said Property. TO HAVE AND TO HaLD the above described Praperty, tagether with, all and sizigular, the rig�ts and appurtenances thereto in anyw�se �elanging, �lnto the said City af F4rt Worth, ifs successors and ass%gns, forever. Grantor does hereby bind itself, it's heirs, success�rs and assigns, io wan•ant and farever defend, aiI and singular, the said premises unta the said City of For# Worth, its s�ccessors and assigns, against every person whomsoe�er lawfully claiming or to claim the sazxte or any part ihereof. [S�GNATURES APFEAR ON THE FOLLOWING PAGE� [00093361.P4CX; p 08500,1622 Page 2 of 5 HERETQ WITNE�S MY HAIVD ti�is tE�e �� day of�� ;� , 202�. GRANTOR: 820/30Iai#ercha�i�e, LTD. a �'exas Hmite.d partnership By: 820130 Noldings, LLG a Texas coiporati�n its GeneraI Partner By: If ��'� c�� 1Vlark Foster, Iv�anager GRANT�E: Ci#y nf art Wo�th By (Signature}: {P�nt Name} 5teye Cavlte, Prqp�� Management Director APPf20V�� AS TD FORM ANQ LEGALITY Mcrt�fhes,v Murrc�v (Signature)�`�atthew Murrey {Jun 22, 202611:Od C�T� �Arint Narne) Matthew Murray y �itle '�S�s�nt�`�,at�a��ey Ordinance Na. 24161-04-2020 No M&C Required THE STATE OF TEXAS § § CDUIVTY OF �' § '�`2� � 9 ACKNUWLEDGMENT BETORE ME, the e�ndersigned authority, a Notary Public in and fnr the S#ate nf Texas, on this day persanally appeared ►��'+�'� �'S "�'�-Jz_, known to rne to be the satne person whose name is subscribe.d to th� forego�ng instrumen#, and acknowfedged to me that the sarrie w$s the act of ��-i�a T��°'��^�az�d that he/she executed tt�e sarne as the act af said ��-�t3• ��'��yL� ��, l�e purposes and cansideratian therein expressecl and in the capacity th�rein stated. GIV�N llNDE�t MY HAND AND SEAL O�' OFFICE this �� day of � 2((� . MAfTHEW bEliNfB i(ARKDS ' }�* �� Notery Pu611c, State of Taxe■ � �,!�,�=�i Comm. Expires 06-O�Z020 °�,� Motary ID t34bS3D60 �y�1a�y public in anc� for the State ofTexas lUGlff•UP�WAY IiASEMl:NT Rer. Ofi� 15+2Q] 6 FOR_�rW�o�xr�i. Page 3 of 5 ACKNOWLEDGEMENT STATE;�� T�iCAS § CQUNTIf 0� TARfiaNT � �E;�'C)R� NIE, the undersigned aufi�orify, a Notary P� fc 'n and far if�e State of Tex�s, on t is da� psr�orl�liy a�pe�red �� -z C�.� U/� � �, i^�1.� __�� :.�-� �--- nf th� �ity a€ Fort V�lorth; `i�r�own t� me ta be �#he s�me person wFiose name is s�bscrfb�ed ta :1he foregoing instr.urrmen�, and acknoWleclged to� m� tha# the sam� was t�e: act af t�te City of Fort Worth and t#�a# �ielshe exeGuted the same �� th� act of �h� �i�+ �f Fart Worth far #he purpvses ar�d cansidera�ion therein expr�s�er� �neC in flie capac�#y� therein s#ated: G�VEiV UNDER MY HAN[] AND S�AL t]� O��ICE fhis �� 4` day af �i�.�-�--�e� - , 20 ZU. �� . � h! ary Pu�ifi� i.n anef for th� State �afi 1'exas 1�RYpLB RlCRR�O SALAZAR II .: t `°* Not�ry Publlc�lete of Texas `�al� Notsry ![] #128485792 ''��'� Cammfsalan Exp. FEB. 25, 2022 R[GHT.l7F..W1�Y EAS�Iu{EN7` Rev. 06f I 51Ip I b FoR� � Page 4 of 5 �� TlARIrIB�' l�ll>THRIGHT OF. -�tl'AYF'.flSEiYlEN.7` BEfNG A TRACi OE LANp SITUAT�D IN. �HE B.B:�. & C:R:R. Ct). 5l1RVE1(, ABSTRAGT N.UMBER 219, CITY OF FC3RT WORTW, iARk�ANT C�UNFY CnUIVTY, TE7i�15, ANO BfIN� A I?O�i7I0fV OF iHATCERTRIN ��MA{ND�fi TaACT aF kANA I�ES�CRIBEI� BY DEEQ AS 1'RACT 1 Tp 820/�0 IRIT�i�GHANG�, tTD. AS RECt3RDED 1N: IN5�R17M�NT Kp. D2043897.p�L, OFF(CIAL P�]BLIC R��ORi]S; "�ARRAIVT CDU1V'fY, i'EXAS, (�.P,R.T.G.T.j ANLi BEING til()RE PAR�tIGULARLY i?ESCR�B�fJ BY M�TES AN� 80U�i17S AS FOLL4Ws; B�GlNN��1� A'F A 1I2" iRDN RDD F(}UND AT THE Ma$T IAI�ST 50lJTF�W�ST �Of{IVER Q� ACAC�EMY BQClI,€VARD �A� 120' RIGHT-O�-WAY P�A77Ei7 AS.WESTP{]i�IT BCliiLEVAR� R�C�RD�D 1N IIQLUNIE 388-�10, PAGE 14, O,P.R.�.C.T.), SAN1E B�iNG 1"1i� lVIaST VICESfiEEiLY NOR�'NW�S� GORN�R OF SAID TfiAC7 2; THEkVCE.S 6�"d1:'2Q" �,:A�Of�C��THE�S�QUT'H LINE.OF SAIp ACAdEMY 64ULEVARI7{ A Q15TANCf �F 60:�O.F��T TO A AOiiVT �N.TFE� W�5'f LIME C1F SAfii TRACT 1: ANC? B�lN� THE.Mt�ST SOIJ`fH�RI;Y CORNER C1� SAfD:ACAQEMY 8�1�1C�VARD ,Ai`7hE.BEC�liV�lING OF A NQM-TANG�N7 GUR1iETa 7WE RIGH'f; . T�EENC� OVER ,4Nb ACRC)SS 5;4lD 820I�fl �N7�IiCHANG� TRi4�T' T#�� FO�,tpWING CC}UR5E5 AND D151'ANGES: AN ARC b157A�C� OF �.D�,3D ��i ALONG SA1D HOi� T4NGENT CURV� 1'C? 7H� .RlGHT, liAVfNG A�iAbIU� O� 8Q0:00 FEE'fi. A D�1,7'A (JF 07'"2�'S4" AND .A CHC7RD �EARING AN� 61S�A�f�CE C3F S�S°27'S$" W, XQ3.�3 F�ET TQ A PqINT B�I[�G'TH� 8�GlNNIAlG 4F A R�1/ERSE .CURVE TO Tf�E LE�'I; AN ARC Cl15TA�CE OF 67.61 I�EE7 ALE]�VG SAi� R�V�RSE ClJR11E TO TH� �EFT, HAVI{VG ,4 RADIUS OF80�:00 F��.F; A dELTA aF 04°50`32" ANb A CWO�O BEARIIVG ANp. bI5TANCE QF S�9"�`39" If4l, 57.59 FEE1' TQ A AOfN'� ��ING �H� BEG#NAIIN� O� A COMROIlND CUF2VETO TFEf C��T'; AN ARC QISTLI�ICE OF �46.45 F��T'ALONG S/�ID COMPDCJND CiJ�iVE TD,TNE LEFT, HAVING�A RAi�IUS 0� 3;�53.87 FEE�, A[��LTA QF Oi�°48'�1" AND A CHQRQ BEARfNG AND L�ISTANCE �F S 23"5�'S'�"` W; 446.18 fEE'�1`O A POINT; hf $9"Q5'4D° W, A 1715TANC� RF �5.�� EEf TO A�f8" IRON RQD FOIJND WI7H A GAP &�"AMPED "SHIECD �NG1�lEERING" I�V 1'HE WEST LIh1� 0� SA�D $20/3f} 7RACT ANDTHE �AST kINE QF A T#iACT OF LANC7 UESCRIB�R (N A D�E� TQ GovElVANT CkASSICAL SGHOqIc, RE�ORDEf� UNDER IN5TRllM�NT NIJMB�R 2C?7�65Z�0, d.P.R:T.C,T., ANQ BEff�Cz THE BECs[NNING.OF iA NOlY=TANGENT CUR1lE 7'D TH� �iIGHT; `�, n M I W THFNCE AN ARC �IS�'aN�E OF 538:24 FEET ALOhlG 5AIt� �f4�f TA�lG�Nt CUR1/E TQ THE RICti`HT, HAVING A FtAD1CJS :OF 3;SQ8.87 F��T, a�ECTA OF 8°a5'+�S" ANQ A CFIdRD BEARiNG ANi] DISiANCE �I� N' �4`�5'�36" E, 5�37.79 FEET Td A lf�� 1R�N ROt� FDU[VD; TN�NCE N��°59'0�," f, A DlSTANCE OF 106.10 FEET TO 7HE�P{�1NT Q� �EGINNINC'a AM1ID CD�fTAINING 35,235 SQUARE F�E�.OR 0.8[f9 A�RES flF iAND. � � 1 � � �� EhEGIt!l�E�k1h�+G GR0�11� 7fFE PIA�4 /�I14�� • n►41 ��iA f�o�9s�vo 1EQ01Nr�17iM 3�, s+dh� ROff; Fer� Wort�..�x XitOi • I11;i10:ll;�b � � i+a!r�s: t. f.ECAL DESCRiFifPN OF kVEH- DATE ACCOYaA1fIES �t}1i5� -FJS�wEi�rf. 2: 6Fi�ftWaS. qF.FEqf?FZED T� �THE lF�AS SfAT� 1!tAN� CIXlRAfH�TE SYSTE4. HORRi CF.Mf+�1� 20NE�� ?tW `B3. xa. ors�wc�s,rasE �u�F�e aisir�rces: S. iRP MO�G7ES� SfE—�lCN IRhN ApF); fOilNb. WIfH F) P11ySiFC CAP STN1Pi0 '5XI�D� ENGINEERItI� � fINLE55. �� , O.P.it:T,C.7. [NbiC�tTE5-OF'F�CW. FYlBIIC�FECOR�5, r�w�rrt cauwrr, i�s�ws, 5; P.T p�,1,cC.F._ IHOICi�TES P1AT- RECORUS, 7ARFAN[ C6UMtt; r.xHae�rsNpwixf a VA[{lAOLL• WILYI"11 RlOEI7'�4F: WIIY fJISE;v1�NT QUT �F A'!'RAGf Ofi LANq f7L5[:RIdS!}TO 8�Q734`il�i'['ER,CHANGE, L�'I7: AECOItJ].�b 12�1 INS'fRU14iEi'fT TIq.�A7U{3891{Id, ¢iFICtAL PUA4CC REC4�tDS TAItl!/1M` COUh"F1f, TE7C,18 S1T[fA7 FO IN �'H� B,�,B. 8c'C.R.l�., CQ. �URVEY .Ak3STRA�7"3�fn, 2i9. �r� o� �ox� woRTH �'�►RRANT COUNTY, TEXAS Y•��'��;AV:, � ...:. : ri�ii�u� �.... �� Page 5 of 5 B�� APPI�OX. E.� A iC?N f+�') � iL,�10��.3�' -_ — su�v�r �:iHe __�.^ / FZ=80�.0�' �126°5�'01" E d='T°�3'S4" IVVe�4%E �� _ �� .. . A I 11 1/A�FAB�E W�QTFi i ,� CB=S 2� 27 58 W RiGHT-4�=WAY EASEMENT �'�� aR �/ � CD =��3.23' 35,235: SQUA�E'FEET � �au�,a f / O�R A�.8(}9 A�R�S � L�67.�'i' R= �00.4�' a�ne�� Te�,ai�.� Ao�ir�Qr� Q r. 11-4°�0'32�� H'�� I CB-� 2�°44'35" 1N INS�', N�. D2b74T5]47 O.P:R;r.e.T: / �L3�57.59' yV�STP01fI'f' ADQI11dN ,�,t�,L�.,�,%�� I � f PWASE 1 p 1 1' il�BL�'l�T.DTH.�PIGHfiOI� WAYisA.i��NT �J VqL. �88— � 1 �, G o.�,�.r.c.T, POINTOF � S 6'{°4�'20" E ��0��0� BEGfNNING 60.00' � ,,4d, 11z�@ICN IiZF �/ � f }• 4` STAIJpEU' `48Y8' �/ L�538.24' � f'�= �$��,$�'. � a � 0 a � �. �' `� � � � � a � � N � � � � a � � � a � �B=N 24°15`46" E GD-537.79` — � � � ct�v�r�Anr ctl+ssEc�a� sc�taa� iNST, N0. D207 1 6 529 0 Q,P.R.i'.C,F. �d. :�� ! �� q��'`��' I 2G:5567`99"E f' �� • •�xl�' w� �v s�°o��oM w. 1 � 5$.3�' H I � I� ,I� �H�iN�eRiNc c�au� nr� �iR�t �.�roaf 1W� Wiitilii �tirre. 5ui�r 300, S I / / � r Jy � w � / / I � / l � s2a/,�o i�,��cri�rrc�, �-r�. fM11ST: iVO. b2Q4�89 � 04 � R��EAlNpER 71ZACT 1 CA�LED ip3.1Z AGRES � O,P,R.T.�.i, ZO' iEXAS �AIp�TRE;qM EASE1tiiEN� INSf. ND. D2102�5226 �,�.R;T:�.7. L.�445.�5' R=37�3.8i' �=$`4$�rJ,�,� GB-S 23°54'5�'" W CD=4�46. � �' AGA�EMY BLV�3. A PC i' 1] Ik 5 (PLA7TED.50lJ7H HAL.F OF 120� RO�N} V4L, 388=-114; PG. 14 (P.I�:T;C: T. ) ACADEM�C BLVI�. � (50' RfGhlT�OF-WAY) INST. iJO. b207D35t47 (O.P.R.1".G.i.} � THi71�[DERBQL'T T�tAIL (50' F2fGli7—QF—WAY) "__.._� rNST. iv�. D2Q7095147 (bcP:R.7,C.T.) TlTLS HRM �1Q1l3144 �►�w�o+�►,rxra�� r.rro.��a c, ►IGTe& � �. �e�+v, o�scs�pna�e.ur evp+ n��•�ccr�Frw�s �►ns E/u�4k'FTT�. �� 7,. HFJWWGS REKEi?ONCEU TU 7HE 7FXA5 �SFFTE PUNE � Cd4�wu� srsrEu: �T� c�r�u. ron�, nxn •ea: �l. GISfANCiS AHE SiIRFlCC 415fMiCES. a 3, aRF MtlIC4TTE5.5/8=1HGFF iHON RpFl-FOUMS7 WttH .PLil+ti71� �'fP :5T4MpE6 "SHIEI.4 EHGI?7EEAIHC UNLE55 �, m+�e►rw�se xoren. �� '1�, 9�.P.R.i,C:7..INDH:A7E5 OFFICUIL.PU01_I� AECORl�. �j 'FORRAFfl':COIMfiY..TE%AS. z .�c ,�. P;q7.G.T, NipiGA7E$�PIAT RECOROS:.'TAR341Mi 6611HfY, o �� D 1�0 �iXkIB17' SHOWIf:G A YAAIAI�I:E: WIDTfi R[¢lET�4$•WhY �A�S�MENF uur �� n}•xncr pe �.nN n uss�:��EnTa 82i7J3Q IiJTER��TANGE, LTD. RECORD�[ktls WSiR[IMEN'T��Ip.LYlt};JB9Jtk/. 4PF[CIhI.�TM,J�],IC�REL'bRDS 7i1RRAN1`CGi1NfY,.T�KA� sirunren n� �rH� B.$,�. & C.R.R. CO. SURVEY ABSTR�ACT No, 219 C'iTY OF �QRT WDRTH TARRAIVT COUN'I'�f,'fBXAS GRAPHfC SCA�E s�s� �f Page 9 of 5 D220246871 9l28l202011:36 AM PGS 5 Fee: $35.00 5ubmitter: AVENU Electronically Recorded by Tarrant County Clerk in Official Public Records �,��,",� .�. �� Mary Louise Nicholson N�TICE OF C4NFID�NTIALI�'Y RIGH�'S: IF' YOU ARE A NATURAL �ERSON, YQU MAY RE11'iOVE OR 5TR]�KE ANY QR ALL OF THE �'OLLO WING IN�"ORMATION FROM THIS YNSTRUMENT BEFORE TT IS FILEll FOR RECORD IN THE PUBLIC RECORDS: YULTR SOCIAL SECURITY NLJ1bTBER OR YOUR DRIV�R'S LYCENSE NUNIBER. Chapel Creek Phase 5 Parcel # 37 1204 WESTPDXNT BLVD BBB & C RY SURVEY Abstract 214 Tract 1D1.0 THE STATE OF TEXAS § � COUNTY OF TARRANT § RIGHT-OF-WA� EASEMENT THAT 820/30 INTERCHANGE, LTD„ a Texas linaited partners�iip, hereiz�after referred to as "Gtantar", for and in consideration of Ten Dol�ars ($10.00) and ather valuable consideration paic� by the City oi Fort Worth, a municipal corparatian of Tarrant Caunty, Texas, receipt of which is hereby acktaor�vledged, does Grant, BargaRn, and Convey to saic� City, its successors and assi�ns, the use, passage in and aloz�b the Pro�erty {"Praperty") situated in Tarrrant County, Texas, her�;inafter described in the attached Exhibits "A." and "B". Grantor does hereby aelenowledge and a�ree that this conveyance to City includes fihe rigl�t a� the City ta permit the public to use the Praperty as a public right-of way. Grantor also �tereby acknowledges and agrees that this conveyance to City includes the righ.f of tI�e City to eonst-�uct and install sidewalks and to permit utilities to be situated within the Property as required by the City or by law. "Utiliiies" includes but are not limited to: water facilzties, sewer facilities, gas faciIities electric facilitzes, telecommunication faciiities, draina�e facilities and other utilities as defi�.ed by law. It is intended by th�se presents to convey a right-of-way to thE saia City of Fort Worth to rnaintain and construct the right-af-way i2nprovements, with the usual righis of ingress and egress in the necessary use of such ri;ht-of-way, in and alang said Property. '�Q HAVE AND TU �iULD the above describe.d Prap�rty, tagether �iCh, a]I and singulax, the rights aitzd appUrtenances thereta in anywise belonging, unto the said City of Fort Warth, its successors and assigns, forever. Grantor does hereby bin.d itseIf, it's heirs, successors and assigns, #o warrant aud forever aefe�d, alI and singular, the said premises unto the said City of �ort Wortlx, its successors and assigns, against every person whazxzsoever lawfizIly claiming ar to claim the same or any paz� thereofr. [SIGNATiTRES APPEAR �N 'CHE F4LLQWING PAGE� ;aaa{v�si.flocx, } OS50(7_ 1622 Page 2 of 5 HEIZF:Td ��'I7'1"�SS �!1' H�NC� this the ��h day at� _-�Fs-,�_ �� - 2(1Zo. GR,4NTOR: 82Q'30 lnterc�an�e. L��D. � Tcxas ]imited pa�tnershi�+ By: $20.'30 t�oldin�s_ LI_C a T'exas corporation its General Partner �y: ��,4� �,'� � Mark Foster. ManaKer GRANTEE: City ot Fort Worth � By (Signature): stE•,ecook��sepza.�o�u;o:sscor�� Ste�e Cooke propertyManagementoirector (Print Na�ne} , Title APPROV�D AS TO FORM AND �EGALITY Mc�-f Murrc�v (Sigti2tarej"�a� r�iu��a� ;seP za, zoaoio:is cori AssistantCi Attorne A+1attMurray iPri3at Nan�e} � y , T'ttle Ordinance No. 24161--4-202f7 iVo 1U!&C Required THE ST.4TE OF TEXAS � � C�UNTY OF �T § � �� . � CI{N n�'�'L E DG M EI�TT BE�"ORE hZE, the undersigned authority, a Notary Public in and for the 5#ate of Texas, on this day personaily ap�eared 1�?i+�r� +'°„�- , l;nou�n tn me ta he the sarne person �rrhose Rame is su�scribed to the foregoing rnstrurnent, and acl:noHrledged to rrie that the same was the acl af �zi ��'-'�'"'�``r��``� J'� and that 1�e��she cxecuted the same as the act af said �� `'"�`r""`�� `-'�`�� tfie pu3poses and consideration therein expressed and in the capacity therein stated. GIVEI�T UI�'DER II��Y HAND AND SEAL OF QF�10E this �___ da� of � �r{� �, 2Q��_ r+�"' MATiHfW �ENN15 KARK05 � i`�'�gNatary Public, Stete o1 Texes P.' _' •�°�= Corstim. Expires 06-04-2U20 Y''+o:�''� FtolCry 1D 130b53050 4_�� ,,„,,,.�" Notaiy i'ubii � cI for the Staie af Texas �,c.iir�c�r titi4rr:tisrt�Fn� K.L !1r� ! S ?r',16 Fux i 1��lik l 11 �� Page 3 of 5 STATE OF TEXAS COUNTY OF TARRANT ACKNOWLEDGEMENT . , BEFORE ME, tl�e undersigned authori�ty, a Notary Puhlic in and for the 5tate of Texas, on this day personally appeared S�eve Cooke, Pz-operty Management Director of the City of Fort Warth, known to me to be the same person whose name is subscrii�ed to the for�gaing ins�zu�nent, and aeknowledged ta ane that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort WortYx for the purposes and consideration therein expressed and in tlze capacity �herein stated. GIVEN �CNDER MY HAND AND SEAL OF 4k'FICE; this� day of ��a� ^ 1 � ``��►N1111t11111r�� .,�`��`�' A �a � �a�''�-, �� '� �'�Y p�e''�.9 � _ '� f�.,` cj' _ �.� � Q — � + i .�'Q��6�'�.. �' �. ' •.31529?.• `L ��: -r .��'`///'pf� �tQ3`�a�,,�``� 1 � � �� N P Iic in and for the State of Te�as Page 4 of 5 �'Xh�I.BIT '.�4 " ��R.�4BL.�' i•iriD7'Hh'IGHT-4F-dy;4Y F.�S�MENT 6EING A TRACT flF lA�[D SITUATED if� THE B.B.B, & C.R_R. Cp. SURVEY, ABSTRACT NUMB�R Z19 AN� �'�iE J, OXFORp SLiRVEY, ABSTRACT �vUP�n8ER 1201, CfTY OF FORT WORTH, 7ARRANT COLfN�Y COl1niTY, TEXAS, AAfD BEING A PORTION OF TFiAT CERTAIN TRACT OF EACUD dESCR1BED BY bEED AS TRACT 1 TO 82Q/30 lNTERCFiAhlGE, Ll'D. AS RECORDED iN I�fSTRUME�IT fVo. D2f]43891a4, OFFICIA� PUBLIC RECORDS, TARRA[VT CO�NiY, TE?(A5, (O.P.�t.T.C.'�.j A�1a B�fNG MORE PARTlClJLARLY D�SCR�BE� BY MEiESAiV€] BQLi{VQ5 AS F�LL�WS: BEGINN�NG Al" AN X-CUT FOl�ND A� THE N4RTFlWEST CORNER (3F SAED 820/30 INTERCHANGE TRACT Af�D SEING 7HE M05750UTHERLY CORNER DF THE 1NTERSECTION p� THE �AS�ER�Y RIGHT-QF-WAY LINE OF ACADEMY BOULEVARD (A 120' RIGNT-OF-WAY PLATTE€? AS WESTPOi�IT 80U�EVARD RECOR�ED IN VOZUME 3$5-110, pAGE 14} AND �#iE APPROXIMATE C�NTERlfNE QF WE57PDf�1F BOULEVAR� (PRESCRIPT€V� RfGHT-QF-WAY, NO RECORDI�tG LQCATEDJ, FRQM WHIChi A 1/2" IRaN RQ� FO{�Np iN THE EA57ERLY RIGHT-QF-WAY LINE OF SAID ACADEMY BOULEVAR� 8EAR5 N 28°Q9'49" E, A DiSTANCE OF 170.51; �HENCE ALONG THE NOR7H LINE O� SA[ti $�Of 30 INi�ERCHANGE TRACT ANp THE CENTERl�fNE QF SAID WE5TPC71NT SOUZEVARD TH� FO�LOWIiVG COURSfS ANR DiSTANCES: S 62°�1'43" E, A D�STANCE OF 124.b5 FEETTO A PDiNT; 0 n z : N :�.I Q 0 P � 0 5 � � 0 > C i �. `I � 0 �' � 0 w ry 0 � S 63'49'35" E, A D15T.4fVCE �F 392.54 FEET i0 ,4 PK NAl� FOUNp; �FiEiVCE OVER AND ACR�55 SAED 820/30 IIVTERCHANGE �RACi THE FOLLOWING COi1ftSE5 AND D15TANCE5: S 29°!7'07" W, A DiSTANC£ OF 85.22 FEET TO A POfiVT AT �HE BEGlhlNIkVG OF A NON-TANGENT CURVE TO THE R1GH7; AN ARC QlST,4NCE DF 1Zb.4i �EET At01VG SAID NQN-�fANGEiVT CURVE TO 7HE RIGHT, HAVIlVG A RADlU5 OF I36S_�� FEET, A DEL7A OF D5'IS'22", ANO A CHORb BEARING AN� p15TANCE 0� N 58°03'42° W, 126.37 FEEl" TO A P�t�T; N 55°24'31" W, A DISFANCE OF 177.22 FEET TQ A POiN'� AT THE SEGINNING OF A l'ANGENT CURVE 70 THE LEFT; AN ARC DlSTANCE OF 13$.23 FEET A�0lUG SAI� CURVE TO THE LEFT, HAVING A RADIUS Qf i�35.00 FEET, A QELTA QF 05°24'47", AND A CHORD BEARIkVC AND DISTANCE �F N 58'3b'S4" W, 13$_16 FEET Tfl A POINT; N 6I°49'18" W, A D15fRIVCE OF 75.13 FE�T TO A POINT f!V ��IE COfVIMON L[NE OF 5AlD 820J3D INTEf�CHANGE TRACT AiVb SAID ,tICADEMY BQUL�VARD; THEHCE �128°09'49" E, ALOtdG SAlD CO�VIM�N LINE A DE5TANCE dF 34.49 FEETTO �NE �QjNT OF BEGlNfVfNG AN� CONTAINiNG 28,521 SQUARE FEET qR 0.657 ACRES QF LAND. n � a z � W C � � a U o� ;d i �I m w�*<, �� i , -,�r,��-. �A ' �.''�� 7' ENGINEERING GROiJP 7E�� Fltl+I C�i1094 - T3R65 F1LM B7p7p3844 ]600 W�il�TYh Sfr��f, Suife 247Q, Fort YIor11i,T7C 7bt02 - B1i.6Tt7_8696 NOTES: �� IEGLL 9ESGRIP'iON OF FJEN p.tT� ACCOHPANIES �Hi$ FASE�EM. �. BEARIN�a$ REFERE1tiCEG TO ThE Tp(�5 5'fhYE PLANE LG�Ap{nA7E 51'T7�. HORfH CENTR�lL 2pN�, nl�C7 'E3, '�' D15iaNCE5 �R£ 5U�'ACE p.Sf,WCES �. :'�F �plGi� SJB-1F1CH IRON ROO FCIlNO WRN PL,�tifIG GqP ST,vAAE� "SritEy.p ExGINcER:Nr. Uk'�55 OTHEAWt$F NO'�'J, �- o�.�?.c.T iuniclTES ccFK� auauc a�co�cs. T�Rf7A1�� CDUN7F'. TEYAS 5. P.Pr T.0 T, IN,77CATE5 PL4T RECORpS. faltqpN7 CDUhTT, � t:hHlBIT 5L0A4 j V'G :l �'AR1.4ULC LS'Fdri; R2[iI{T-4F�1yAY CASC0.1Ev7 t7UT UF A TR,�CT (7F LAt•D pESCR]F3ED TU 824/3p lNTERCHANG�,, LTD. RFCORDFDtT11ASFR1ti1F.1TV{? n2iliiR7lfi�, UF'P [CI �L PUB! ]C RECORDS TARRn.NT COli�'TY. iL% a 5 51'f L A7,E1) lw' THE B.B.B. � C.R.R CO. 5UR\FEY A$S'FItAC"C No. 2l9 & 1. OXF�RD SUR�'EY .�as�-r�c-r xo. �za� C1TY' OF FORT W"ORTH 1"ARRIINT COiINTY. TEXAS ��'�f ��r�� Z : Gii�GOA Y'.s..GnuAiA Ki wy:q..�6,'3#3'�. .,:.. r. S(J •�� Page 5 of 5 WFSTPO�T BLVD. .�.'XIII�� r�� (Pl.A7�ED AS it1RL�3.BL� !?�7DTf�'I�IGHTOF-Ttr�4,�'ER�S�'�7�G�Y'�' -ur��s�E��EED 'rR,�i�; (��2c' Raw, ACADEMY BLVD. u0L 388-��0, �G. �; (PLaTTED .4S ��v�5�P0i�vT BLVD} I� C.P.R.T C. �. fr_.A �TEO S'J��7H HALF QF "20' R01t1)— —� � �� '�JOL. 388-116, PG. 1� _ — � rf2-u�eH 0_P R.T.C.7. � [RF (CM) 1 i / �_; � � � `" ' ��'� � '� 'f TOiA_ �dcP L�SA BARNEfT. tLC PDINT QF � ogtry '� �`� iNST_ NC. D216266568 � BEGINNfNG ti�� ;`-`-`' (°G. 237 oF 225} $� CALLt�7 5.145 ACRfS N 28�09'49" E �� _ 5 62°21'43" E a Q.�.T.c. �. iX_� , T 24_65' �4.�� fouNa � � f--20 TEXAS r�iIDSTREAa11 E45Ers�;�T - ` ` / INST. �f0. C21Q205226 / / t � �.P.R.7.C.i. �� / ` � � � � � � WESTPOINT BLVD. /N 6�°49'18" W / � � ` (r4o RECD�a�r�G rQ�n�D� � 7'S.�3' / � � � 2c' c��rr oF � � � � � FORT +NO�T4 � �� wA E� LINE EASEME�v7 o � � p�' r j A+�p � , � ` � 'L'OL. 6125, PG. 592 � ��D� L�" E JO.GJ' � � ` G. P.R.T.C.7. � ' ��0 ' R=9235.00' S� � 4 � �f , � d=6°24'47" �� 4'� �� , � � ,/2-rN�H ' / CB=N 58°36'54" W �:�� ..� �.. : .:._ -. r�:_ �, � .� � � i� /._-- ____ _ ._ _ ---------�---- --- - �-- . � J -.a,� / CD=�38.9�' ='�= �., �; ::- - ---- � P_K.hL4L ��- � � � Fouho � ` � � � � � ��M)�/2—!NC#f IRF � �� f VARIAB�E WiDTH � ` �� ' RIGHT-OF-WAY EAS�MENT S 29��7 Q�;, W, � � � ?�,� TFKA� 28,62� SQUARE FEET �=126.41' ,� ' j w,osr,g�aM �as_r��r�; OR O.fi57 ACRES R=1365.QQ' ��.22' � ��ST. N0. p21 p205226 N � f G.P_R.T.C.T. �-rJ°"iS��2`� " CB�N 58°03'42" V1! � / = CD=i26.37' � � 820/u0 INTERCHANGE, �7D. INSi. td0. G2043891G4 �" R�tvtA1N�ER iRACT 1 � � CALtED 1D3.12 AGR�S r{`" � o, ,;-N;- O.F.R.7.0 T_ � .,, .`� -�; � �'�s� .�`' 'r,. b: F'�.� �;?`7 _ ^ - `-- i'' � ��: ^.. ..,: � � � � � � l 4 `/�34� r � ��.:.� a:,., f � '��:� ENGINEERIHG GR�UP � -;-�" 0 1 � 0 2 0 �% .i � TOPF HQk. $F-11439 � t6PL5 FIAAd M]Otf3$yp G t&6� ib'vat Tt� Shset, Suilo 30�. Fvt3 Wort6,TX Tb1Q2 •!17_Q10.4G94 ��QP� �� J�,i1� I V �' �!c�diAiT sHocF7�c .� 0 � NC'F5: �'.�R130LC tl'[C]Tlf ([]GIiT-0�-k��y L;�SEMEh'i' � 1. LEG4: OESCRiP?ION OF EY�h 6ATe' A:CO3APANI� :HiS (]UjUI�A IiL4('TUiLA�'UUESCRIE3EDTU �p USEU"clvT. " 820.'30 iNTERCHANGE. LTD. � �'�F�:�9� N 2, 3Fl�RINGS REFERJJ�E� �0 THE T��xAS 5�0.Tc PUNE RF.CI]Rf1F1J I!i f4.SfRC'�1F.N7tJ(7 i]?I133.¢41EU, a' r COpApIk17� SYSTEI,f, NpKYH CEKTR4� ZONE. NAO '93. : � � � ��+.NGEs nitE Sua:+�C� ci57,weEs. bfFICF.4L,PL��3L1CR[CORDST.4RRAhTCOU�Il',T[ti.AS '� •"`��• •'�••• •�--• sii�nTeni` t�it FEEGORv ..i� CAVAiA1D o s �RF rNcrar�s sis-wc�, ieok soo Foun�o wrrw B_B.$. c4Y C_R.R. CO. SUR�iEY «• z•••••...•••• ..••.••.• � QW'�C GF $Tu.IPf� 'SHIELD ENG�NEERINC Vul£SS ,p �3$(.� V ' , a a-ktrew�se tiQrED ABSTItACT lYo. .219 R C':9 �r; ¢ � 4�•�ESS�q ,10 '^ a O.P.R.TLT. IkAKAT�S or,�c� pueuc astoans. � 7_ OXFORI3 SURVEi' Z raRR�.�rr caurrrr. -rxvs ABSTRACF No. i?D1 �`�'(J�j�rf. q5. P�R�cC,T_ IN61GTE5 PiAY rsECORCS. TARRPM Cal1HfY, GITY OF FOR.T ��ORTH !.� � TARRANT C(ii�'1VTV TFX4C 1Lr�i. � Page 9 of 6 D220149174 6l26l2020 8:06 AM pGS 6 Fee: $39.00 5ubmitter: AVENU Electronically Recorded by Tarrant County Clerk in Official Public Records �,��,",� .�. �� Mary Louise Nicholson �h�pel Creek Phase 5: Pawce� #39 1��4 WES7�0{NT BL,VD BBB 8� G RY Sl1RVEY Abs#rac# �1J 7ract 1D1� STAYE OF TE7�IS � � §. K�l7W AL[. MEN BY TH�S� F�RE5ENY5 COUNTY {]� 7AR�lf�T �i4TE: q21'�21202U CiTY 4� �C1R�T.WORTH Dl�AfNAG� FA��LITY EA�EM�NT GRAI�TOR: B2Q13�'Interchang+�, �TQ. GRANTQR'S MA�LfA1G AD�RESS (inc�uding Gounty}; 9E14 West Ave su;t$ �oT Austir�, Travis Couafiy, TlC 7�7p1 GRANTE�: CITY C?I� L�ORT WURTH GRANTEE'� MAI�:fN� ADDR�SS (inel�ading Caunty): �U� TEXAS ST, FORT �IHORTH, TAR�ANT C4UNTY, T% 7610� ��N�IpERATI�N: Ten D�Ilars ($'i0.0�} ar�d ot�er gao.� and v��abl� cnr�sideration, the rec�ipt and su��iency of whiah ls h�reby �ckr�owledged: PRD�ERTY; Be�ng more particularly �[escril�d in ii�e aitached �xhibi#s "A►" a�d ii�l1• �r�ntor, far the consideratiort pa�d ta Grantar �nd ath�r goad a�� valuabf� consideeation, F��reby grants, sell�, and conveys #o Grantee, its successors �rtd assigns, an �xc�c�sr'Ve; p�rpetual e�sem�n� for the canstr�cti�n, operafio�, mai�tenance, r�pla�ement, �pgra�e, a�ne! repair of. a�Perm�nent Drai�ag� Facility;. #�ere�fter r�fe�red:t�o �s h�acility". 7he Fa�ilEty lnel�des �ail ir��i��nt�i undergrnund ar�d abov��round attachments, equlpm�n#. �nd �ppu�#enances, includin�, �uk nof limited to manholes, pipelines, Junetior� box�� inl�ts,: fiurn�s,. headw�ll�; wi�rgw�lls, sl��te �arremer�t, 9abi�ns; rac�c �ip-rap; drop sfruct�r�s a�d acces� ramps; and other erosion eo�ttrol m��sur.es ii�� upan, uncfer and. �cross a p�rtior� of the ��s�ment pc+�perty and more fui�y �t�scri��cl in DRAIt�AG� FRCII.IT`f �RSHMEN7' Rev..1/91i8 Fo�,T Wa�r�. _�-� Page 2 of 6 Exhibit "A" 2�nr� "B° attaahe� hereto a�rd i�r�rpor�#ed hereirt for alf p�r#in�nt pt��Roses, tog�th�r with the right and:privilege at any and al� times ta en#�C E�semen# Praperb+, a� any parf thereaf, #qr tF�e p�,rpas� �f const�ucting;, op�rating, mai�t�(ning, re�l�,cing, �pgrading, a�d rep�iring said ��cility, in no e�en# sh,�li �rantor (!� use the �aSemeri� Praperty irr any ma�n�r which interf�eces in any m�terial way or ia inconsiskenf wit'�.t�e ri�hts gran#ed hereunder,. or� (II} e�ect or permit t� b� erec#ed within #he Easem�r�t P�o�eriy a perEnaner�t str�ct�re �r building, i�cludir�g; but r�ot limi�ed t�; moriument sign; pnie sign, billbqard; brick ar m�svnry fences Qr w�lls or other. s�ruciures that reqt�ire a �uilt�ing permit, �r any Skruct�re not r�quiring a building perm�t but which ma,y thr�ater� t�i� stn�ctt�rai integrity �r �ap��ify tif tt�e �'acility ancl:iiS appurt��ar�ces: Grantee si�al� be nbligate�� ta restare th� su�ace of #he E�sem�nt Property at Granfee's sole cost and expens�, inc�tiding the restoratian of any sidewalics, driveways; or simil�ar suri�ce imprqvernents locait�d. �p�n vr �djaceni fo #h� E�sern�nt Prap�rty whieh may have been rsmoved, r��ocat�d; �i#ere�, �ama�ed, or �iestroyed a� s r�sulf Qf th� Grantee's use nf the E�semenk� Pro�erty granied hereunder prait�d�d, however, fhat Grante� sl��ll not be. obl�gat�d to restore or replace irr�gation syst�ms or otiier improv�ments ins�alle� in violati�n:o� t#ie provisians �nd infended usE af this �aseme�t Property, T`d HAL�EAND TO HOI,iJ t�e abo�e-de�cribec€ Easeme�t Prope�y, t�gefher wii� a{! and singular the rights and �a�purtenartces f�eret� in anyway be{onging untt� Grat�tae, and Grarite�'s ��cc�.�sars and assigns #"orever; anci Grantar' cloes hereby bind its�lf ar�d iis success�ors ar�d assigns ta warrant and for�ver ��fend all �n� singuiar the Eas�ment unta Gra��ee, ifs suec�ssors ar�d ass€�ns, against �v�ry p�rson w�iomsoever iaw�'ully claiming or io �laim #�e same, ar any parf theret�f. When�tfie context requires, singuiar �ot�ns and pronour►s inclu�� the plural. [Si�NATURES APPE,AR:�N TH� FOLLCl1N[NG PA�E] �RAINAGE FACILIYY EASEMENT Reu, flJ1i8 UEtT WORTH. Page 3 of 6 GR�ANTQR. 820l3� Inte�char�ge, LTD. a Texas i�rnited partnershi� By: ��Ot�Q Hofdings, �LG. a Tex�s corporation ifs Genera! P��ner By; �"�t�vG,- �� Mark Foster, Managet �RANTE - ' af Fo�t 1North �y (�ignature); Steve Cou�e, Propert� Management Directa� tPrint NaYne)_ - - , �tle APPR�UED AS TO FORM AND LEGALITY MaM-hew Murrc�v (plg�a�� MatihewM�rmy[Jun19,202016:O1C9i� 1� �p�� e� Matthew Murray i T�fi� AssistantCiLyAttorney 1 Ordina�ice No. 24I61-04-2024 No M&C Reqaired THE �'�'A'f'E i)F TEXA� C�UNTY' OF 'FA��iT �. �4 �`cs � § § ACK1Vi7'WLED�MENT BEFURE ME, the undersigr�ed author�ty, a Nofary Public �r� arr� f�r the 5tate of Te�as, pn this day personally ap��at�d r't►��tn� �oS �'-/2 , kriawn to m� t� be the sam� �ersan. whnse r��me is sut�s�rib�d to th� for�gaing znstrument, and aaknowle�ged to rne #�aat the �same was th�. a�t af �2�1'�y �•'►�'�``d�W�,�, and that �i�lsh� executed tlt� sarne as the aet af said 8`��a ��'c�w. the }a�rposes and canside�ration fherein expresse� and in tlie cagacity th�rein stated. G�EN UNUER a HANT� ,�^, � day o� �, �"""�•. NIATTHEW DENNiS KARK05 ��,�v,w�� , �p�s��$�y public, 5tate of Texas "'��r tl. Carrtm. ExpiYes 05-09-202� 'r+►o.�� t�oiar.v Iq 130653060 til�hlNACyE FAGiL1TY FASE1JkEt+fP R�v: 919l18 ANI� �E�AL. UF aFFICE thiis _ = 20a� I�Io ic �n and for the �fate o�`Te�as o r.Wo�T�. Page 4 of 6 SYATE DF �'��►� CC?U1VTY OF TAFtIt�►NT ACKNa1NLEDGEMENT § � B�FORE M�, fMe undersi�ne�i autl�arity} a t, P�bkic in an� for the St�te of Texas on this day pe�sonally �ppeared_ _��i� �- L �,:� �� Y`/L1�__D_iwc:��a.r , .� --- ------ - of fh� Cixjr of Fart Warth, kr�owh to rr�a to b� #he same person witose name is sub5cribed to the� foregoing insCrum�nt, and aaknaw�e�ged to rne� t�af tt�e same was the:act of fhe Cifyr of Fort Wnrth and�iha#he/she ex��u#ed th� same as ihe aC# af the City of Fort Worti� for the�purposes and �ansideratiar� #f�ere�n expr�ss�d and ir� tt�e cap�cEty �t�erein.stat�d, GIV�N UNaER MY H��1D ANp SEA�. QF' aFFICE tFtEs ��,5 �` � tlay of , 20�. . .,r��+�Yp�a� RIC�pD SAL.�A� I� � � ��* n�ar�ry Pub�r�m�g � re�$ : ��r� Natary ID #1281857g2 _ �m� �xp. FE�. 25, T022 owiin�,a�� Fn�i�:rrr �s�r��Nr Rev. 1/9I18 � � �� Nota Pubffc �n �nd #or #h� S#�ite of Texa� �aRw r�o�H. Page 5 of 6 �� r .�a `WID.�`Dh'�iI1V"..AG�' F�G"ILl'7Y�'A.SF�NIF.�NT' SEiNG A 1'itACT.OF I..ANi� SITLIATED IN TH� B:B.B: & C,F�.R. Cd. SURI/EY, A65TRAC� NUM@E#� 219; CITY OF FORT WdRI'H, TARFCAN7 COUlVTY, TE?tAS, �IND �EiNG.A PORTEON QF A TRAC7 0� LA►NC� b��CFtI#��] SY DE�D 7D 8�0/30 ){��'�RCNANGE, L.�"!3: A5 R�COR��D !I� I.NSTRI}NfFNT I�a. D�C14�897�04, OFFlCfaL PU�I�IC i��CQRDS, i'ARRANT CQl1NTY,;TEKAS, (0,�',R.T,C:T.) AND:BEING MORE PAR'�IC�ILA�GY ��SCRI�ED 8Y METES AfVi] BL){JNDS AS FOL[.UIIUS; BEG�NN�NG AT A POIN7' fROM W�f1CH A 1f 2 INCN iR�lV ROD FC�li�1D BEARS S 4fi°43'33° �, fi93.44 FEET, SAID IR(�N �OQ B��I�G IN A NORTFi�A57' LIN� E�� 5A1I71'fi�l£7 Z AND THE SOII'F�iW�ST RIGHT-f7�-WAY LiNF OF A�AMEf];4 #t�AC3 (A 80' RIGH�'-QF-WAY) AS-RE�ORD£D IN VOLt�M� 388-54, PAG� 8, P[.AT REGORDS; 7ARRANi' COUNT°1f, �EXaS (R.R.T,C.T,j; T�iEN�� 5�7"37'U�" W, A DISTANCE OF 138.29 FEET TG� A POII�T; 7HEIV�E N 32°�2`55" W, A DISTANGE QF 4D;OO F£E�' TO A PO1�IT; � Q N � � � w � r m 0 � t� � o. � w � w � 0 +o. � 0. Y � � U � V � 0 N � � a N ! � � � a / �I7 THENCE N�7°37'�l5° E, A DIS�AI�CE OF �02.79 F�ET TO a RQINT BEIiV� A�I.QN-7AlVGENT CLfitVE 7Q TH� 141GHT; T'NE�lC�,�N ARC Di5'fANC� OF 5�.�l9 F�E7' ALC?NG SAID N�N=TAf�G.EN� C�1RV� 7C� 7HE REGFiI`, FiAVt�1G A RADIf15 OF 920'.CIQ F��T, A �El�TA QF 03°19'S3"; ,4iVb A CHORC} BEARING AND DfS�'AhIC� dF 5 73°5$'33" E, 53.43 ��ET TQ �'�� POfNT aF BEGINfVING, A�i� CONTAINIf�G 4,835 SqUARE F��7 (]R O.lii AGR�S �F iANp. �HY�LI] Et�G1N�ERING GROUP i�1E Ff11M ff.T1�34 t i/HE F11tiA �IGIf"�t40 1400 W�� 7'ih iln+r �1� 2CO. Car1 WeM1�,T% 7#1� • 117,�;D.Oi9i �arFs: , 3. L�CIL DESCFilP710F1 4F� �4EN lySF� IGCW�APN1tF5�'[Ht5 �ASE4ENf.- 2. BFi1RR+CS qEFEREtaCED 70 � iEXAS SiATE PW1E C06RINWUE SYSf�F�, �.HOit'fH �CENTRFi iON�, HAb 'B�: iLL GSiANCE5.AR@ S[H2i:hCE 4H5fANCES. 3, 1RF��IHqCFiE5:5j8-1FQCH 1AOH N0� Fp41N0. WI7H �LASRC. CAR=5iµ1PID'$HIE�U �EiJCINEEF1tJG" .UNfE55 dtH�rewae Koi�o. 4. �.P.R.T,C.T IN61CA1E,S OFFtCW, RUBI,IC RECORp�, TARRN�iT -COUH:(: TE7SK5. 5: P.R.7C.T. �I'��IC�YES PLA7 RECOHn5, 7MkA1r'C Cfj41HY'!�, r�x►,s �►�u�rr sr�owurG n an� wi�E nxl+�ncs �ncr�rnr �s��r 4llT Cl1F 82(113.0 IN7'�kCH;AN(}�, LTD. NECORDED li1?-fNS"i'RUMENT NU. D2647A4i8A, O�FICIAl. PUEtiC II��ORDS TA�tAANT'COC1N1`5'; T�XAS SITUATE'O IN TFFE B.�:B. & �.R.R. Ci7. SC7It'V�Y AB�TRAC7 No. 2 � 9 ��TY OF FDRT 'WQRTH TARRANT G�UNTY, TEXAS Page 6 of 6 ��.�.��► rr� rr .0 ytq' T1 �`D�'D.RflINAGEFACILI�Y.FA�S'B.lY.f�'N7' � \ \ 4D' W1DE DF�AINAGE FAC�LIiY EASENlENT a,a�� sQu�,�� _F��r �7Fi {l.1 � � A�I�E�` ,a�� o�� o�� N 3�°22`55" W� � �` ��.�Q� �x � .;� � i;� � ;'� � ;q a � � . �, ,� �,�,� � `�. . � �: N �� d � x/2--r�cN � �o c�'�� a� �o�+ �an •� �ap.�� , �ourm �, .�,� sao � � ,� -�� ,� \ � ��,� � , � � � 3� �g �3$� L=53.4�' R�92�.OD` �=�.Q3� 'I 9� r�' �r� VU'��9 :J�� JJf�� ` y, CA=53.�9' ` �r "�C� a �� ,� ��-�'� �o�r�T oF � � � ��. ��,,*"rB��irvNin�� . � p � � � -o � �� . s;�. �..J -.�. .� .��,gg. � � a2o/3o I[vreacHANG�, �r.�. 1fyS�. N0: 0�.0438.91p4 �Qfi710iV OF TRACT 1 CALLED 103.1� ACRES � o,p.�.r.e.i: �� ... � ��, �� ,�,��' � 1 .\ , �-�+ �. � �an ��IIELI] �NdIN�E�iNG ��DU�► 't�rE ��M �-��a�a � n�.a ��1� r�at9a��o iaaa w«►�rr� a�..t ��..�oo, Fo�w��,�x �a�o� • srxno.a�9� q NG7E5: ry� f. EEG►!: bE5GRIF110N Oi EVEN OhTE ACCOMPANIES TN4S � �itiSEuF.r+T. w � 2. BF,?i7pIC$�R�FEHpiC.EG�T4.7FfE �5TATE� P.LAiIE� EH coorr�rr�rE.sYsr�t. Na�rH c 2ok�e, w�,o,a3, r-, A}S�FH5TiWCES AR� SIlRf1LE C15T+1NCES: V � 3. IRF NIpIC1dES 5[6:-IqC}l IRON� R00. FOUH6 WRH� �� Pl.tiSrlG- CFP� STM�PEt7.'SkIELD ENG�N�ERIH[°. UliLE5$�. UTHfHY►{SE�IqT�: � 4. O.R.R.7.G,T, �RfDIG7ES OFFiGIN.: PIIBCIC��RECORpS, �j, i+V{IWIT C6UHh;� FE7S/S. � �: �5�. P;R.T.GT. IHDIW7E5 pLSi 17fCCRp5; TMR+WT COUHTf, r�us Q 6C? 1,Z0 � GRAPC�IC SCAL� lNr F��T � E7[k{�diT�51lOWII+��, A 4D' LYfDE ORAP3A6E� FA�IL]TY Fi1S�ME�'C OUY qF $24130 IN`TE1t�HANCr�, �'TI7. RPCORp�o [N [t!S'lRUAi6hI'1'}44; D2aa3841.44, 6P�iC1AL PlljiLTG kLC�RU3.TARRhNT COVN71','I'EXAS $11'UATER �N Tfl� $..E;$:.& C:R:R. CO. �URV�Y ABSTRACT Na. 2I9 & cr� o� �o��r woRTH TARRAIV'1' CO�N'X'�y i ��i�7 �! �i. ,•;-� D221023015 01/27/2021 02:29 PM Page: 1 of 6 Fee: $39.00 Submitter: Josh Martin Electronically Recorded by Tarrant County Clerk in Official Public Records -��,� MARY LOUISE NICHOLSON COUNTY CLERK Chapel Creek Phase 5 Parcel #40 1301 ALAMEDA STREET BBB & C RY SURVEY Abstract 219 Tract 1D12A2 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE: 03/24/2020 GRANTOR: 820130 Interchange, LTD. GRANTOR'S MAILING ADDRESS (including County): 904 West Ave Suite 107 Austin, Travis County, TX 78701 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 75102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and suf#iciency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes alf incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibits "A" and °BB attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. SEWER FACILITY EASEMENT Rev. 1/9118 Fox7 WoRrH �-:;�-.= � D221023015 Page 2 of 6 In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement p�operty a permanent structure or building, including, but s�at limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewa4ks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements instatled in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend ali and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] SEWER FAGILITY EASEMENT Rev. 1/9/18 EOR� ��i�Kl tl ��@J . @ D221023015 GRANTOR: 820/30 Interchange, LTD. a Texas limited partnership By: 820/30 Holdings, LLC. a Texas corporation its General Partner �"1 d B�/: �� Mark Foster, Manager GRANTEE: City of Fort Worth Bj� �S1gll8llll'0�: sre�e o ke (�� ,rtz�obzi o9:az csr� �Prlllt Nam�}eve Cooke � Tltle Property Management Director APPROVED AS TO FORM AND LEGALITY (Signature) �'�� `'��` (PrintName)Matt Murray , Title AssistantCityAttorney Ordinance No. 24161-04-2020 No M&C Required THE STATE OF TEXAS § � COUNTY OF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersigned authoriry, a Notary Public in and for the State of Texas, on this day personally appeared �''��a'��t r°' '=�'6- , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of �'�G �?` ��'� `�`� `'y'' and that he/she executed the same as the act of said ��L� � 3�`� ��`�-y�- the purposes and consideration therein expressed and in the capacity therein stated. c� � GIVEN UNDER MY HAND AND SEAL OF OFFICE this �` day of � ��! , 2oa�. ��"""��., MAiiHEW DENNIS KARKOS `,4�a u � r o a�,;'Notary Public, State of Tex�s �. � ;:,�;�.•'YF Comm. Expires 05-09-2020 '�''E�o��+�° Molary ID 130653050 �'"'��""' Notary Public in and for the State of Texas SEWER FACI�ITY EASEMENT Rev. 1 /9118 Page 3 of 6 Ttti�t i1OF.?'! x� � D221023015 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke Property Management Director of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowtedged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2�th day of January , 2p21 . ' Digitally signed �H�� by Joshua Martin ,�p.RY/'ve JOSH MARTIN � � - Notary Public Notary Public in and for the State of Texas *O* STATE OF TEXAS NT,��OF'�+P Notary I.D. 13236838-3 My Comm. Exp. Feb. 20, 2024 SEWER FACILITY EASEMENT Rev. 1/9l18 Page 4 of 6 F�ttRi �i'c�t�I!f �3,_� - - D221023015 Page 5 of 6 � �'X�I��IT 'A " I 1;-�RI_lI'_l,F. 117L�7't/SF"t1�11 F-�(ILt7�'E'9.S'FI1I;:l%I' BEING A TRACT OF LAND SITUATED IN THE B.B.B. & C.R.R. CO. SURVEY, ABSTRACT NUMBER 219, UTY OF FORT WORTH, TARRAt�T COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED BY DEEO TO 820/30 INTERCHANGE, LTD. AS RECORDED IN INSTRUMENT No. D204389104, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, (O.P.R.T.C.T.) AND BEING MORE PARTfCULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT AT THE (NTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY OF WESTPOINT BOULEVARD (A 65 FOOT RIGHT-OF-WAY) AS SHOWN ON THE PLAT THERE OF RECORDED IN INSTRUMENT No. D217289103, O.P.R.T.C.T., AND THE NORTHEASTERLY RIGHT-OF-WAY LiNE OF ALEMEDA ROAD (A 80 FOOT RIGHT-Of-WAY) AS SHOWN iN THE PLAT THERE OF RECORDED IN VOLUME 388-54, PAGE 8, PLAT REC�RDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.)., SAME BEING THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT FROM WHICH A 1/2 INCH RON ROD FOUND BEARS N 55°24'22" W, 185.72 FEET ; THENCE AN ARC DISTANCE OF 352.74 FEET ALONG SAID NON-TANGENT CURVE TO THE LEFT ALONG THE SOUTH RIGHT-OF-WAY �INE OF SAID WESTPOINT BOULEVARD ANQ THE NORTH LINE OF SAID 820/30 INTERCHANGE TRACT, NAVING A RADIUS OF 2935.00 FEET, A CENTRAL ANG�E OF 06�53'10", AND A CHORD BEARING AND DlSTANCE OF S 73°39'S9" E, 352.53 FEET 70 A POINT; � � THENCE S 16°34'07" W, DEPARTING THE SOUTH RIGHT-OF-WAY L►NE OF SAID WESTPOINT BOULEVARD A DISTANCE OF 18.48 FEET TO A POIN7 BEING THE BEGiNNING OF A NON-TANGENT CURVE TO THE RIGHT FROM WHICH A 1/2 INCH IRON ROD FOUND IN THE NORTHWESTERLY RIGHT-OF-WAY OF WEST POINT BOULEVARD (A 80 FOOT RIGHT-OF-WAY) AS SHOWN IN THE PLAT THEREOF RECORDED fN VOLUME 388-54; PAGE 8, BEARS S 31 °34'07" W, 88.94 FEET; i HENCE AN ARC DIjTANCE OF 331.23 FEET ALONG SA{D NC)N-TANGENT CURVC TO THE RIGHT, NAVING A RADIUS OF 4065.00 FEET, A CENTRAL ANGLE OF 04°40'07", AND A CHORD BEARING AND DISTANCE OF N 74°00'10" W, 331.14 FEET TO A POINT IN THE NORTHEASTERLY RIGHT-OF-WAY LINE OF AFOREMENTIONED ALAMEDA ROAD AND TNE SOUTHWESTERLY LfNE OF AFOREMENTIONED 820/30 INTERCHANGE TRACT; �. �r, a i � U y 3 Q � � u� V O J � 2 3 a. THENCE N 29°53'29" W, ALONG SAIQ COMMON NORTHEASTERLY AND SOUTHWESTERLY LINE A DISTANCE OF 29.52 FEET TO THE PO1NT OF BEGINNING AND CONTAIN{NG 6,159 SQUARE FEET OR �.141 ACRES OF LAND. .�"n��I]EL ENGINEERi�lG GROUP T6PE flRM kP-1103g • TbPLS fifiM �10i436F0 1804 Wtit 7th Sarost, Suito 200, Fort Wor}h,'I'X 76102 817.81Q.06Pd � tX}1fBIT �NUR'ItiG .� NO E�. .. �GAL DESCPiP'ipt: CF Ev��+ D�:E A�C�JMPANI=S TH5 j ��:�JtIAttLF 'tiV"!I�1N l[ \tI�.R FACII.I?}� I\tii-.�iE � C F,ASEMEu?. j O�`T O�- _. BE,qRINGS RE'ER�N ED �� 'HE ,:Xa 5T7.?E PiANE ORL•'vATE 5�STEM IvOR'r CcN��RAL ZONE, NkD '83 4.,._ G�.STAtiC_S FRE ..JRFACL D!S!AN;:ES. ,. '2F •NDlCATES °!8—!NCH IRGY RO�� FpJNL' W"N �J.S".iL CAF 5'4MPE'� 'SNiC�G ENG!NEEFIkG' JtiLEjS p'uFRW15E NOTED o. C° R- u T ,p,^:CaTrS �rric!cL w.;a;_�C RE,".�Ja�^.<. 'A.RRAtv� rp,,,rvry TrkAS , P p.T C' �N�;�p•cg o.,p� gr�.GRCS. rt,Raa4'T COJh^'. 'E�� 8�0'30 1!�TERCHAtiGE, LTD. Rf_C4t�JI-i� IA I'vSl�RL".iCV! NO. D2Lµ3�91(i�3. QFf�ICiqL Pl�l3! IC� Rk�.ChRDS T4RR.4'v� %i�L�'�1�.?E\A5 CI-1i;4?h'�fVIHF B.B.B. & C.R.R. C:O. SliR�'FY ABSTRAC"T No. 219 C IT1' ()F FOR1 ti�`OR"TH �rarzK.a��r �'ou�r�'. "�I_X,as _.z-�:y �. .� r �� 1 � 9��9EP . .. . .... ` �#�r�� i:Avarnro q...6389 �� ., f� �;O'��sstp`'•�(7 i�Sl1A�� D221023015 Paae 6 of 6 �XHIBIT 'B" I'-1f2I_-�BIF 7� 11?TH.SFI i'f_•"IlI:-ICII��7'��1Sf�;1T�:1:7. �, �, . � � � r,� :,�; � \ _ �;ti� � tir rs� +� . ., _ _ y, o�� JP n v� �F. Y._.�43v� _c \ \ �� _ ar� �..Xtif�TF ��:�,, �E�,H �'L' � TRAC � \ Q� ,�j� � - ro 4 E.c «�iEti,� l;P t'l 4.� 4� � -_ r,�, r'z_ � �G 4�r� o <9:i ,, r� z' -� R r T l� r' '< .:, p� �� I � � � � �� .-,� `� �� `� � � L=352J4' `� ��,� \ �' �a ��, J� � __ �'� � � �� POINT OF R=2935.00' � � �, �'�� s� � � STA1dPE0H•;o�2s � o�No � � BEGINNING r�=006° 53' 10" ,? z' % y�,, 40 \ ' ` `� � ' CB=S73° 39' 59"E -� �' v s , ,, � �_ � , �a `�� '� j'�%�S � �� , CD=352.53' �' �, �� Tp� , � ._ 1 � , : � _ � _ �, i(SS, � j�% � � ___,—�_� —;�� `t � -, -'. _ �;� ; Z ,� �1�� _ T 8L � , � ;' �� ; � � � ` 1' 'ST ;�,� T �F' � : � D� , _ _ i �� O � i � � � �, p U � � � � �� --. j � �- R 8y ' ' ` , . T C' T 1 J3 � / __ ` _ \�_�` �,, _ N 29°53'29" W ,, , � — ` 29.52' � � � _ � — _. o , ,_ — � �7 ��, _ _ `a' ,/� .\ � � � �\ `, � � ,r �� VARIABLE ti'VIDTH � - ��^��, SEWER FAClLITY EASEMENT > � ;. � � � 6,159 SQUARE FEET j� ` j`'�� ''�.� OR 0.141 AGRES \ L-331.23' ��—_ 3 �� R=4065.00' �� ,�. .� �� Q �z� �� :v � Fc��N �st. _T�� =004° 40' 07" `° „ � r� �� ^, tiC ��C43�9 � �4 � � � � . � �s �r.�� -�� CB=N74° 00' 10"W s "� , � �, c�c_�� ,4; �:cR�� CD-331.14' ' � , �-�T�� - � . Q� W � � � , �� -- —,� �/2-�NCH � � � \ �� IRON ROD � � FOUND i � � � � � � � �� V � '�ll � �V `�; � \ � � � � ��`vL5 R�� t _�5�� 4 � ��` �� '��-" � � z � �� OL -R� L ` 3 , 1 � % � �� a z �� s. , ;. � r� ° I��, �ry � Q ..�,. �:- i � � ��'. ENi31NEERING GROUP r TBPE FIRM qF-11039 TBP15 FlRM N1019?890 a TbOd Y+�o�i 74i� gtr�el, Suite 204, Fort Wor!h, TX 76102 �@17.BiU.0696 .� — � �G � 7`� GRAPr�,;� S�A! = !r�J r �Er � � �, � �:fiiiirr sru�� `c, � � N��`� :v . ��EGAL 'JE ..RiP�'�,pN �4 EV�3t �ATc ACCDM�'SNIES T.. _ � V 1R1;Alil (- ;A lll;�if SI N�f-R F�A(�IL.i t}� (-.�S[\ltVl � EASEME!ei. � !?L7 ��F �, � BE Ri�vGc q�ccR�hCEO TG '�+E .Ei(AS 5'ATE FiANF i � � c4;�NF. �s�:M. �oR-H cc�,-�� zar�E. NA� s� 8_0,30 ItiTERCf�.A\'GE. LTD. � H � D:S�ANGE� aRE SUR�AC: DST�,�CES- RE(.�uROLDIA�f!�SIR��1iV1 tiO. [}?pa;;;yll}; c O! [ IC�1At. f'i f3t'F'RLC�)R�S��\NR �KT Cf)i AT\ . TLaA,� .. �F �..G;�n-rs �; P_;hC„ ;ROh R�D =O�NG w�'� ' <ITC \T( D IK TFlF a:ASTir r_a- SAMo�C '_+,:ELG E:aGin�E��i� un�ESS I `� �T"�A""'sE "� '� � B.B.B. dc C.R.R. CO. SUR�'EY ' _ F ��c � �Nr�a �s � ic,a� F�e � =�c �c�.. � .4BSTfZAC'T \o. 219 c� Ly T4R4?N? � Jh'r .fYA� i z � cii'�� t}� �Q}zi ��%�}iT i� "*y s. cR?.0 . �..F?c.: �l? Rrr�pnc. �:A4aA��. .^;:N'�' � < ,Ex�. r�aRR.a��r c�o��Yr��. T�:x,�s � ..- . � �' "�i�a/ M j � G.,' � • . .... . : .... L \ � R�GQRY 1 �,avr i.;,r� -. :�o� �63E�4 ! �'�,� °fiEss�o`'.��';��; I O�S�p�� .� ;1 : r�: P'iy `, ,�r�r3F .?; s�' �� Page 9 of 5 D220218562 9!1l202011:44AM PGS 5 Fee: $35.00 5ubmitter: AVENU Electronically Recorded by Tarrant County Clerk in Official Public Records �,��,",� .�. �� Mary Louise Nicholson NOTICE OF CONFIDENTIALITY RIGHTS: Ik' YOU ARE A NATUR.AL PERSON, YQU MAY REMOVE OR STRIIiE ANY OR ALL OF THE FOLLOWING IN�'ORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURI'�Y NUMBER OR YQi]R DRN�R'S LICENSE NUMBER 102048 Chapel Creek 5 Parcel # �t3 1304 Alemeda Street SBB & C RY SURVEY Abstract 219 Tract l.DI4 THE STATE Q�' TEXAS § § COUNTY OF TARR.ANT § RIGHT-OF-WAY EASEMENT THAT $20/30 Interchan e LTD. A Texas limited art�ershi b SZQl3Q Iioldin s LLC. A Teacas cor aration its Genera! Partner, hereinafter referred to as "Gratrtot", for and in cansideration of Ten Dollars {$i0.00) and other valuable consideration paid i�y the City of Fort Warth, a municipaI corporation of Tarrant County, Texas, receipt of which is hereby acknowledged, does Grant, Bargain, and Convey to said City, its successors an,d assigns, the use, passage in and along the Property ("Praperty") situated in Tarrant County, Texas, hereinafter described in the attached Exhibits "A" and "B"_ Grantor does herei�y acknowledge and agree #hat this co��eyance ta Gity includes the right af the City to permit the public to use the Property as a public right-af way. Grantor also hereby acknowledges and agrees that this con�eyance to City incl�zdes the right of the City to construct and instaIl sidewalks and to permit utilities to be situated within the Property as required by the City or by law. "UEilities" includes but are not limited to: water faciiities, se�wer facilities, gas facilities electric faciIities, telecammunication faciIities, drainage facilities and other utilities as defined by law. It is intended by these presents ta convey a righi-of-way to the said City of Fort Worth to maintain and construct the right-of-way innproverrtents, with the usual rights of ingress ar►d egress in the necessary use of such right-of way, in and along said Property. TQ HAVE AND TO HOLD the above described Property, together with, all and singular, the rights and appurtenances thereto in anywise �elongzng, unto the said City of Fort Worth, its successors and assigns, forever. Grantar does hereby bind itself, it's heirs, successars and assigns, to warrant and forever defend, a!I and singular, the said premises unta the said City of Fort Worth, its successozs and assigns, against every person whomsaever Iawfully claiming or to claim the same or any part thereo£ [SIGNATURES APPEAR ON THE FOLLOWiNG PAGE] RIGHT-4F-WAY EASEM[�NT Rcv. O6!]5l2015 ��' Page 2 of 5 �� HERETO WITNE55 MY HAND this the � lv day of Q�a.� �y� , 2p }� GRANTOR(S): 820/30 Interchange, LTD. a Texas limited partnership By: 824/30 Holdings, LLC a Texas corporatian rts General Partner By: _ y " � �`� Mark Foster, Manager �� GRANT�E: City of Fort 1North s��/�� ( �d� By �S1gllahlT��:sceveCookefA,g31,�o�o�s,aacori ��ilRt N�71�� Steve Cooke T�� property Management Director APPROVED AS TD FORM AND LEGALITY �1ctt-f MuYrc�v , (Signature) ��ait Mur2y fAug 31, 202o 14;48 CfJT; (Print Name) Matt Murray � Tltle AssiStantCityAtEoraey Ordinance No. 24161-04-2020 No M&C Required THE STATE OF TEXAS § � COUNTY UF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersi ned authQrity, a Notary Public in and for the State of Texas, on this day personally appeared!� A � o �-�1' known to me to be the same person whose narne is subscribed to the foregoing instrument, and acknowledged #o me that the same was the act a��.�o �+�4��+n6,, and that helshe executed the same as the act of said��s� �'�C+� ��/,� ,r,��,j the purposes and consideration therein expressed and in the capacity therei� stated. �� / GIVEN UNDER MY HAND AND SEAL QF OFFICE this �� day of � �� C.�r , ZO 1 � Y `�"' Roben Anderson Poland �� 4 � �i0R11�d8510� �71�j1@3 'a��T D8IO2/2023 � IQ No y2�6o938Q RIGHT-OF-W'AY EASENIENT Rcv, 06/l5l2916 � � � �� . Page 3 of 5 ACKNOWLEDGEMENT STATE OF TEXAS C4UNTY OF TARRANT § § § BEFORE ME, the undersigned authority, a Notazy Public in and for the State of Texas, on thi.s day personally appeared Steve Cooke, Property Management Director of the City of Fort Worth, known to rne to be the same person whase nam.e is subscribed to the foregoing insmzment, and acknowledged fo me that the same was the act of the City of Fort Worth and tkaat he/she executed the same as the act o� tk�e City of �ort Worth for the purposes and cansiderataon therein expressed and i.n the capacit�t therein stated. d'i GNEN iTNDER MY HAND AND SEAL OF OFFICE, this �r day of _ ��7 GtS� , 20�. ��\11511141111f1!!//�/ �� \G A S � � / ��i .``O�;�PFtY PCr' • `�'q �`� ? ; $ B �; cfi % � � u,9rF �f ��+'�, � _ �� •.4�3T629�6' ,ti .�� '�. � ��i��p! 07 {43 y��`� c.. � �� I Notary Publzc in and far the State of Texas Page 4 of 5 .L'i11�IB11 r�,t r, �7[ 4o RIGHT-OF-.W14YF.�4�5'F2rLlE'11'7' BEING A 7RACT OF LAND SITUATEd IN TNE B.S.B. & C_R.R. C0. SIJRVEY, A$57RACTlVl3M8ER 219, CITY OF FORi WOiiTH, TARRANT CAUNTY, 7EXA5, AfVD BEING A PORTION OF A TRACT OF LAIVD DESCRIBEp BY DEFD TO 820/3D fNTERCHANGE, LTD., RECORQED UfV�ER INSTRUMENT fVUMBER D204339670, QFFiCIAL PUBLlC RECOROS, iARRANT COLlNTY, 7EXAS (O.P_R.T.C.T,J, AND BElNG NEORE PARTICULARLY DESCRIB�a BY METES AiVp BOUfVDS AS FOL�OWS_ - BEGINIVING AT A POINTAT FHE NORTHWE5T CORMER pF SAfQ $20/30 INTERCHANGE FRACT AND THE 54UTHWEST CflR�lER OF A TRACT OF LAND DESCRIBED BY DEEd TO DR HORTQN-TFXAS, �TD., RECORDEp U�DER lNSTRUMENT NUi11fBER D218254724, � (O.P•R.T.C.i.J, AND BEING IN THE WEST LINE OF A iRAC7 OF LAIVD OESCRIBE� BY DEFD i0 BRfGGS LIViNG TRUST, RECO�iDED � U�1DER ffVSTRUMENi f4UiVIBER ��020411.25, (O.P.R.T.C.T.}, FROM WHiCH A 5/8" IR4N ROp FpUND STAMP�D "SHIELD � ENG[NEERIPIG" AT THE NORTHWEST CORNER OF 5AID DR HpRTON TRACT BEARS N�9"47'S1" W, A D[STANCE OF 652_00 FEET; w 0 0 � a � U } m � NI 0 m � m � � � N w TH�IVCE ALONG THF CaMMON LIiVE OF SAID �R HORTON TRACTAND SA�D 820/34 INTERCHANGE TRACT iHE FOLlOWfNG C011R5E5 ANfl DISTAhlCES; S 89'47'S4" E, A D�STAfVCE OF 196.60 FEETTO A 5/8° fRON kDD FqUND STAMPED "SHIE�D EiVGINEERING" AND 6EING TNE BECIN�EING pF A CURVE TO THE RIGHi; AN ARC bISTANCE OF 684.64 FEETA�ONG SAIp CllRVE IO THE RIGHT, HAVli�G q Rq�lUS OF 920.OQ FEEI', A CENTRAL ANGLE DF 42"56'S8", AND A CHORD BEARlIVG AND DESTRMCE OF 5 68'19'25" E, fi73.fi1 FEET Tp A 5/8" lRON ROD FOUND STAMPED "SNIECp ENGiNEERIIVG" IN THE EASf LINE �F SAiD 820/30 INTEiiGFiANGE TRACT RIND TFiE WEST R1GHT-OF-WAY LfNE OF ALEMEDA ROAD {AR! $0-�OOT RIGFfT-OF-WAY), RECORDED LiNDER VOLUME 388-54, PAGE 8, O.P.R.T.C.T.; THENCE 5 29°53'29" E, AL4NG TNE EA5T LINE OF SAID $20/30 INTERCHAI�GE TRACT AND TH� WEST RIGHT-OF-WAY LINE OF SAiD AEEMEaA ROAD, A DI57ANCE OF Zb8.30 F��TTO A PdINT BEING THE B�GfNNlNG OF A NON-TAi�GENi CURVF TO TNE LEFT FROM WHlCH A 3J4" 1R0lV ROD FOUi�p BEARS S 29'07'18" E, A DISTANCE QF Z&5.49 FEEi, SAID I{iQN ROD 6EING THE MDST NOftTHERLY CORNER OF A CpRNER CLfA AT THE IN7ERSECTfO�f dF SAIp ALEMEDA ROACi AND WEST LaOP $ZO (A VARIABLE WIDTN RIGHT-OF-WAY}; THENCE OVER AN� ACRDSS SAID 8Z0/30 lNTERCWANGE TRACf THE FOLIOWING COlJRSES ANp pISTANCES: OEPARTING THE EAST LINE OF SAID 82Qf30 TRACT AND THE WEST RIGHT-OF-WAY LINE OF SAID ALEMEDA ROAD, AN ARC DISTANCE OF 920.08 FEETALONG SAiD NON-TANGENT CURVE TO Ti1E LEFT, HAVING A RADIUS OF 8$Q_QO FEET, A CEEVTRAL ANGLE OF 59°54'18", AND A CHORO $EARlNG AND DlSTANCE OF N 59"50'45" W, 87$.74 FEETTQ A POINT; N$9'47'54" W, A �ISTAI�CE Of 7.73.48 FEET'A POINT tN THE WEST LINE OF SAID &2D/3� INTERCNANGE TRACI' AND THE EAST LINE pF SA1D BRi6G5 TRACT; THENCE N 29'49'S3" W, ALONG SAID WEST LIME �F SAID 820/3d IAI7ERCHANGE TRACT AA�� THE EASi LINE OF SAID BRIGGS TRAC7, A p]STA�lCE QF 46.20 FEETTO THE POINT OF BEGINNIlVG AN� C�NTAfNING 37,855 SQllARE FE�T OR 0.869 ACRES OF LAND. � SHIELD w < _ 0. x ENGlNEERING GROUP W w � V a i6PE FIRM i►f-11039 • T6P13 FIRJ1t t1019989d = 1600 Wut 71h Stn�t, Sa1f� 200, Fort YVor16, TX T6i02 • 8t7.810.0698 NO7E5: �� FA5�4ENf pRqWING 9F �N DA7r 4GCOIAPAhIlES THiS �ECaI. UESCR�PT+aN. a. aE+R�nies REFEaEHtE� ro r�fe roc+s srnrE awaE COORBikAYE SYSFEM, NORTH CETiTknL ZONE, NA➢ '63. PLL OISTANCES ARE 5URFqC= �ISA�YCES � 3. O.P_R.T.C,T. INWCnTES OFFICia6 PV4L�C RECORQS. rn,Rw,�aT couNTv. rEzaS- 4. P.R.TC.T. Iry�ICATES PW7 P.ECpRpS. 7ARRANT COUNTY, YpG45 � z � 0 �xF�:eirsHou i�c ,� �U' RI[iF17-OF-14',�7' EASE41E,�7 pL'T UF 820/30 [NTERCi�ANGE, L'1'Tl. RECOR�ECi F� I�'S7RL��IEXT \U. �_'W3}9G?U. OFFICI:�L PSiRLIC RECOR �S. TAR RP,V T C'UL'��T4'. TFYA5 s�r�:irFu r. rEit B.B.B. & C.1�.R. CO. SURVEY ABSTRACT No. 219 & CfFY OF FORT WORTH TARRA3�I7' COU]V"i'Y, 'i�XAS r J C++►ra�■i0 6389 � _,.; � � Page 5 of 5 L�X�� f � R�MAINQEr� OF �p'�Qf(;H�QF-W,4YF.�Q,S,F,ILIE'JV'j' pj` �' sEcnor� �, ��acK 1 •�. WESTERN HILLS PHA5E I!1. `°�J3 O va�.. 3ss-sa, pc. a `� e�2g 6$:3 a.P.�.r.c.r. � 2 ,� � � . ,�`"�� L, �1� � yl��,;Nop � �� •�` � �� -Q�. , o � � � ��-�S ' `' � 4 $O �-5 e t;- t' f � 3/4—INCH IRON ROD F6lJHD (C!N) 524'OTTB'� 285.69' � � ��`�� D. / � L=920A8' �` R-8$0.00' � / L=6$9.64' ! � ' 0=0�9° 54' 18" � � ' R=920.00' CB_N59° 50' 4�"W � -�-042° 56' 58" C�-878.74' @ . � CB=S68° 49' 25"E c � � CD=673.61 � 820/30 INTERCHANGE. ! ro. iNST. ND. p204339670 a�3 4�' F2EGHT-aF-WAY f O�N I�RO�D EASEMENT AREA C�LED �103�T 2RACRES For.re+p = 3i,855 SQUARE FEET O.P.R.T.C.T. �� c�� m OR 0.869 ACRES 4��t° �� -' � v� � �°' f� � � �.R.?�6RTOIV—TExAS, LTD. �RAiNAGE EASEMENT ��'��1� / W lNST. N0. p218254724 BY SEPARATE INSTRUMENT � O.P.R.T.C.T. � Q �. � 5f8—INCH IRON ROD N FauND Sra►IPEh � BRIGGS LIVING TRUST � •s>+i�w aaN�ra� N 89°47'�4" W � INST. iVC. b2p2�41 12.5 � 173_48� �- �� CALLEp 41 ,135 ACRE5 S 89°47'�4" E D.R.T_C_T. � � 9fi.60� � TEXPS rn�oszREar� �, 300' SEfBACK .��c. EASEMENT AND ROV� o ARFW'�ORq� PO1NT OF gZ9,�y�� O.P1R.6i' C T8 � o�v. �, sEcr. g�G��NWG Z i 5-42 5/9—INCN IRON ROfl � �� W F4UND STA►IPEO � 200' S�SACK �SHIEiD E1iGRVERRING' O 150 300 � ARTic�°Ro� � ti� N 29�49'S3" W 4 �E�. �, sFcr. �.� �g 46.20' GRAPNIC SCALE IiV FEET � , �- J2 � �,� b.r�; � SHIELI3 Q _ �.� �►�,� � . � � SI��F � \ ENGII+IEERING GRQLlP w � \ U �� I 1 � � ` \ �w� � ` \ TBPE FIRM Ik�-iT039 • Y9P15 FIRM li014 90 \ � ]600 Ww7lh SMNt, SuiM 2OD, Fort WaeM,T% 810. 6 � m hwrEs: exKrerr :F[au�i��G .a 1. LEGn� p�r�IPTICN 6F EYEN WTE ACCOMPANfES 7'F�IS 1D' RICN�I-UF-�1'lll' E.L4E41E\T � Fi��Enii. OC�TUF R�atS�� a. sEutiNcs Re�A�ucFo ro TnE rew�.s srnr wwE $20/30 INTERCHANGE, LTD. � N :' � /R COORDIruTE Si'STEAI. NORTH CENTFnL 20NE. NpC '83. .�.. �..�.�.... +0.l biSTA,uCES ARE SUR:nC� p15"nNCES. RECOR4ED IV I�STRL't1Eh7�(?. �_Ui�iv67U. �Y J•�AVAiII�Q � ` u OFFIC'I:\L.Pl:6LlCRECOR65,1".�RI�4,VT('UCtIY'.7'E\.�i5 .;.•.•...""...a...... �.... 3. �RF fMOi;.l,7E5 IRQN RpQ FOUM�. � Sli"�',;lE� fV 3'IiE 'p a �. O.P.R.T,C.T. IN�I�ATiS pFFlCiAL PUBL'C RECORDS, �='�,� sJO� t'v��" i rnaruNr tounrY. ro�ws B-B.$• & C.R.R. CO_ SURVEY y��55t�'.a''Q � 5. P.R.T.C.7, INpIGTES PL0.T RfCDR05, TaRRIN� couNrr. ABSTRACT No. 2I9 & �� f�+�� z '�"`5 CITY QF FORT W�RTH � a TARRANT COUNTY, 'I'EXAS Page 9 of 6 D220217835 8l31l2020 4:52 PM PGS 6 Fee: $39.00 5ubmitter: AVENU Electronically Recorded by Tarrant County Clerk in Official Public Records �,��,",� .�. �� Mary Louise Nicholson Chapel Cre�k Rhase 5 Parcel #�l.5 'l308 A�emeda 5t BBB $ C RY SURVEY qbstract 219 Tracfi '� iD72A1 STATE OF TEXAS CQUMTY OF TARRANT DATE: 02/9 2/2Q20 � § KNOW Al.� MEN BY THESE PRESENTS § C1TY OF FURT WORTH DRAfNAGE FAGILITY EASEMENT GRANTOR: 82�/30 lnterchange, LTD. GRANTOR'S MAILWG ADDRESS {including Cor�nty}: 904 West Ave 5�iie 107 Aus#in, Trav�s Caunty, T,( 78701 GRANTEE: C1TY �F FORT WORTH GRANTEE'S MAILING AQDRESS [including County): 200 TEXAS ST. FORT WQRTH, T'ARRANT GOIJ�TY, TX 76102 CQNSlDERATIQN: Ten Doifars ($10.00) and other gooef and vaivable consideratio�, #he receipt artd sufficiency of wi�ich is hereby acknowledged. FROflERTY; Being mare particularly described in the aftached Exhi6its "A" anci «g�� Grantor, f4r the consideration paid to Grantor and other gaod and val��ble cansidera�on, hereby granfs, sells, a�d conveys to Grantee, i#s successors and assigns. an exclusive, perpetua� easement for the canstruction, opetatio�t, rriainter�ar�o�, replacement, upgrade, and repair af a Pennanent Drainage Faciiity, hereafiter refer�ed io as "Facili#y"_ The Facif�ty inC��des aH incide�tal urr�erground and abaveground atfaci�rnents, equiprnent ancf ap��rtEnances, inc�uding, but not lirnite[f to rnanholes, pipefir�s, junc#io� boxes, inlets, flurr�es, headwafis, wingwalls, slope pave�eni, g�bians, rock rip-raP, drop stE-uciur�s and access rar�ps, a�d other erasian controf ineasures in, upon, �nder and aeross a porfion of the �asement Property and mor,e #ully described in dRR1NRC,E FACI�IFY �P15El�AENf Rev. 1!3! T& FOR'� H- Page 2 of 6 �xF�ibit "A" artd "B" attachecf hereto and ineorparated herein far aIP perti�ent purposes, iogetf�er with the right anc! priWilege at any and afl times to er�te� �asemer�# Prnperty, or any part thereof, for t�e purpose of constr�cting, �perafing, rr�aintainir�g, replacing, upgr�ding, and repairing said Facility. In no event shaEl Grantor (I} use the �asement Properiy in any rrranr�er whic� interFeres in any maferial way or is i�consisten# wiih t�e rights grantea here�nder, vr (If} erect or permif tv be erectecE within tF�e Easernent Property a psrmanent struct�re or buflding, including, E�ut nat �imited to, monument sign, �aoie sign, bif!l�oard, brick or masonry fences or walls ar other sifuctures tFGa# req�fre a buifding perrtzii, or any structure not requiring a buiRding permif bu# which may thr�ater� the str�ctura� integr�#y or capacity af th� Faciiiiy anc� its a�purtenances. Grantee sha�! be obligatetf to restore the surface of the Easement Pro¢erty at Grantee's sofe cost and expense, incl�diRg the restoratifln of any sidewalks, driveways, vr similar suriace improvemenis focated upon or adjacer�t to the Easement Property whic� may ha�e been removed, tf:EDC��BCi, altered, damaged, ar destroyed as a resuft of the Grantee's us� of fhe Easemer�t Prape�y granted hereunder Pfovid�d, howe�+er, fhat Grantee shall no# be abligated to restore or replace �rriga#io� systams or other impravernents instalied in viofatiorr of the provisions and iniendeci use of this Easer�ent Praperty. TC) HAVE AND TQ HaLD the ai�o�e-�escribed Easement Property, fageif�er with a!I a�d singular the righis and appurtenances �hereto in anyway beiong�ng unta Grantee, and Grar�tee's s�ccessflrs and assigns fo�-ever; arrd Granfar does t��reby bind itseif and its successors and assigns to warrant and forever defend aii and sir�gular the Easement unta Grantee, its successar� an� assigns, aga�nst e�ery person whomsoEver iawfully cfairrEing or to claim #he same, or any part thereo�. V1Jhen #he contex�t requires, singul�r nfl�ns ar�d pro�o�ns include the pfuraf. [SIGNA7'URES APPEAR ON THE FOL�.OWING PAGE] oR.airu+�E FAc��iry �.sE�rErrr Rev. 1�91i8 Fo�r� x- Page 3 of 6 �RANTO�: 82Q130 {nterchartge, �TQ. a Texas limited partnership By: 824/30 Holdings, E.l�C_ a Texas carporativn its G�nera! Partner gy. �r�� 1,.1�'� Mark Foster, Il/�anager GRANTEE: Ciiy of Fort Worth {� ��I�e_�Afl�f2 B� �.7L�iiatELr�j : SYeve Coake (Aug 31, 292413:52 GDT1 Ste�e Cooke (Priut Name) , '�j�lj�e ProRerty Management 6irector APPRDVED AS i0 FORM AND �.EGALITY �'SZ��I��A1a$hlurray(Aug3.,202012:��ft f 6 �� } Md�t MUrI'a� T�t1eAssistanf GityAttorney Ordinance No. 241b1-0�-2020 No VI&C Required THE STATE OF 'I EXAS § § COUNTY OF ��T § � fZ I�r� t5 ACKNOWLEDGMENT BEFQRE ME, the undersigned a�tharity, a No#ary Public in az�d for the State of Texas, on this day personally appeared I�t ��k ��s ,��Z , known to me to he t�e same �e�-son whose naane is subscribed to the foregaing instrument, and ackr��wledged to me that the same was the act af�j�� G�-� and �.hat he/sh� executed the same as the act of s�d S�� 3�' ��v��.�.w the purposes an� considera�ian therein exgressed and in the capaciiy therein stated. C�.IVEN UNDER H.4ND AND SEAL OF �FFICE this --�j day of � f 20�- ; R'„"ti.� MAFiiiEW DENNfS KARKOS z?~•'��'_fV�tary Public, State of 7e�cas � ��.�•.,, �*�; Comm. Expires 05-09-20T0 �nt�.�, pu}�lic in and far #he State of Texas ,, ''�'�",,,.�� Ftaiary 10 i3Db5305a ,�:::-��- DRAINRGE FACILITY EASEIAENT Rev. 'i19r'18 FoR_ T_� , Page 4 of 6 SiAiE QF T�XAS CpUNTY OF TARRA�IT § � ACKNOW�EDGEMEI�T BE�ORE ME, the undersigned a�thority, a Notary Public i� and for the State of Texas, on this day persana3ly appeared , Sfe�e Cook� Properiy Managerr�en� Dir�ctor of the C€ty of Fort Warth, known to me to be the same person whose name is subscribed ta the foregoing insirurnent, and acEcnowledged to me that the sarrre vuas the act of the City of Forf Worth and ti�at �e �xecuted the sarne as the act af ti�e City af Fort Worth fior the purposes and consideratio� th�rein expressed and in the capacity therein stated. � GIVEN UNDER MY HAND AND SEAL �F OFF[G� fhis 3 �� day of �'f' 2020` ``�,`�� `�ti �� + S+41if�� i �•� C�G .�//�• ��$� rRY AV ' � f��% : _� �� 9c� � _ N� � � - y� �+P � �''•'O�� QF 36.`y,f. � 'ifi�F �{++p .. t 629 .. • �� `�� ♦ ��/f��f � 7 i 03i��,�ti�� r :��' � Notary P blic in and for the State of Texas Page 5 of 6 L''�'1�-I.�B1�T "�, ,. tTAR�4.BLE WIDTH.DR4.fNA�EF.�1.5'F.�1?'�'NT BEING A TRACT OF LAN� SITEJATED f N THE B.B.�. $e C.R.R. CD. SURVEY, ABSTRACT N[�MBEE2 219, CITY DF FORT WOR7H, TRfiRAP[� C(3UEVTY, iEXAS, AN� BEING A PORil011f OF A 7RACT OF LAND DESCRIBED AS i�EMAIEUDER 7RACT 1 BY dEEp TO SZ{3/3fl INTERCHANG�, LT�., RECdRDED UND�R 1NSTRUMEiV1" f�o_ D204389104, QFFlC1A� PUB�1C REC�RDS, 7ARRANT COUf�liY, TEXAS iD.P.R.T.C_T_), AND $EING MQRE PAR�'ICULARLY DESCRfBED BY METES AtVl7 80i1f�Q5 AS FQLLDWS: G 0 � r � 0 � r 0 0 � O � r 0 a, a � :� � O � ❑ 6 l � 3 � W � W N 4 i. i C� d Z C � O N p Lil V'] O � N � { � 2 W � W :Qi 1 SJ � U z 3 � p f h N G `a W � G V J a � � � 0 'a 4 4 � U � / Vi � � � 6 BE�',.�INNIMG Ai A POINT IN THE EAS7 L�N� QF SAID 82Q/30 TRACi 1 RN� iHE WESi LINE OF AI.EMEDA ROA�, (80' RIGHT-QF-WAY), RECORDED lhf VpLIlME 388-54, PAGE S, �LAT RECORt�S, iARRAI�T �QUIVTY, ��7(p5, FRDM WNICH A 3j4" iRQN RDD F011ND BEAR5 S 29°53'29" E, A DfSTANCE OF 2081.33 F�E7; Tl-lENCE OVER AND ACROSS SAfD S�Q/30 TRACTTNE FOLLOWI�IG COUR$E5 RND D�STANCES: !� 63°12'�6" W, A aiSTANCE DF 2�4.55 FEET FO A POINT; N 38°16'24" �, A DISTANCE OF 132.9� FEET TO A POfN� EN T�fE EAST LIfVE QF SAIB 820{30 TRACi 1 AND THE WES� RiGNT-OF-WAY L1NE OF SAID A�.EMEDA RDAD; THENCE S 29'S3'29" E, A�ONG SAIi? COMMQN LENE A DISTANCf QF 237.p6 FEET�`0 THE POiNT OF BEGINNIPVG AND Ca1VTAlN1NG 14,622 SQUARE FE�T OR 0_336 ACRES �F lAN�). � � � � � � Et+iGINEERltiG GROUP �ar� �e�a oFa�a3s • r�r�s R� slot�aewQ tsoo w�u rr� s�,.�, sou. xaa, r,��r w�q, rx �a�oi -•�� tu.as�s u h�OTES: S. £PSEMENT QAAIVRNG OF E4EN �u.TE AGCOiJPAhIIFS Th'+S �c.u. oes.:wvnar+. +- 6EARtYGS RE%RENLEp TQ iHE �SXf$ $irt7E RCAN� COO�GNATE SYSTEM. hiQRiH CfMRAI ZGNE, t�6 'fl3- f+LL 6�SfANCES ARC SUR€ACE DtSTANCES. 3- O.P.R.T.C.T. iNQICAiE5 OF'VIC�AL PU9L1C RECORDS� TARs7M!' fA1JHTy. T�]rP$. <. P.R.T_C-T. IN�ICAi e5 ?L4T RECOROS. �AANi CO�JNfY, 1 EXAS [YH[9n' SH4W[�C�.a V.�Rl.iH1.F WfDTH pRAIi�AGE FASFAIF!a7 CL�E" OF 82Df30 IIvTERCHANGE, LT�7. Recoxneo m rvsrRuaaFvr�o. azos3s„oa. 4FF1CIAi PUSL[C RECORDS, TAkRA7�tT CpUF.'7Y. "i'�XAg SITI.ATED 1!i Tf3E B.H_B. & C.Ci.R. CO. SG��VEY ABSTRACF No. 219 8c, CITY �F FOi�T Wt�R"C[-I TAf�R.�NT C�UNTY, 7E�A5 �� iv j� C ��lO� �-;.�:.:._� y St11RV� r Page 6 of 6 a��3� � ' �� '�'.,t1'IBI.�"B" �NiERCHA�VCE, LTD. TR�5C7 a- � Ir�,4�LEWIDTf�D�4IN14GEEAS��N7' CALLE� 2.016 ACRES ,� � INST. N0. D2fl438910� D.P_R.T.C.T. �Q�� ` g2�7�30 INTERCHANGE, �Tp. G �,'� \ REMAIh'D�R TRACT 3 � � y CALLE� 49.?47 ACRES 820/3C tNT�RCHANGE. LiD. rs ��'�� INS7. �f0. D204389104 REhr�A4ND�R TRAC� i � � `�� `� p.F'.R.T.C.T. � CA�LED f03.12 ACRES \'� :r a,f, .,�5� ; INSi. N0. D204389704 ��"lt�� 0 1 SO 300 I O.P.R.T.C,T. � ��. �� iEXAS MPDSTREAM � \ GRAPH�C SCALE IN F�ET ` :ASEME�T VALVE SIiE �` i/z-u�cit rRow itoo � INST. hl�. D20°139326 I � sr►a�Pm'�nz� FouNo �— o Q_F.R.T.C.T. � � q \ —' � TN e3°34'73• E � — — � � � �00_35 2R' ORarMaSE F�Sc.u£r17 fA15T Na. 02 iT28075J o�' � �\ �' r: as°a4�a9- w � VARlABLE V1f I DTH ap R r c r a ` ` \ � 9�.69' ` � � 5 , � � � � ,� �, � ❑RAiNAG� � ��'1 a � � � ` ��- \ \ p� �� EA5EMENT AR�A 4 � � � � � ,��ory�0� > � 4 14,622 SQUARE FEET ��'�F� �k� y � � � \ ` � � �' ` ,�� ,s�`l• , � r?,go �� OR 0.336 ACR�S u �' ��5 � � f � ��'T � � � � : � �' �. � � i� I� � � � � L7� 7�Qf,�,�7, � � � l.; r3 �� 82Q��a fNTERC�IANGE, LTD. '� p� sc,��Q$<� � ��d �� ""` �� . Y' (tt �`` � GALLED�p97 47 CRES � prj�- �O; /'� � � M�' p�.. -� � \� y i�iST. N0. Q2043891 D4 � �O� ` � � � � `3 T .1� :� ;' -.acr�� \ \ Q_P.R.T.C.T. � � � _ � �ss•-� � � :,. .� - � Poi�vT a� a � � � ` 2��'"'-':�'..�' BEG�NN�NG � � APPoaxr,4caiE � � � `�� ` \ � L�GATlpN G45 � � � � ` � PlP�(INE SHOWN � � � � � \ � � � GN RR COMM15510N � � N � ` � w�eslr� � � � � � � A � o � . �., ti � � � ` `?� �. � � � � fi `� � � - wESTponvT �LVD� , � � _ - = � , N Q R �o�roN - r�cas �To (65' RIGHT-OF-WAY} � � �� ' � g � � ;NSTRUMENT r�a. INST. No. D� I7289103 � �� z�s2s��z� — z o.�.�.r.c.r. O.P_R.T.C.T. 3�--� ��+ — � . \ \� � '� 20' C1TY fJ� FORT WDr7iN ��I L� rt � iYAT�R LINE EfLS£'MENT 4 VOL. 8 T 25. PG. Sff2 Y O.P.R.TC.T E{�JGtlJEERING GkOIlP U �fiaPRoxrna�srE cacarr�n� � zo- r�xas Mr��r�z�a,w �as�,��rvr �D' SWB E'11SFME'NT ruST, NO. D208o59B98 � woL_ 4o2a. �. zs� rnrsr. No. 02 ra2oszzs �tE �M �,��p . F`� �10 a c.�.R.rc.r, o_P_R.r.c_r. �a�aovr«rT�, v 34Mt S�dls 2R0, F eeth,TX 9 .Od46 w p uores: ��tN.[�1'rsaawn�Ga � 5. �G4L QESCRIPiION OF FL'�ry; pp?E ACCCh[PpF11E5 TWe 4'.qE25AH1,F WTjjT'rl 6AAfNq{'iEEASEMF.l�3 y � b EASFYCH' OUT9F . F+ ��"�.'i� d 2. aE4RMiG5 REFERENCE➢ TJ TNE TF7LAi 5TAYE PLiHE � �y �.s'Liy : coaaa�,r� s�sT-�,,�, tiaRTH c�r�,,� zoHe, K.n �a3 820�30 INTERCHANGE, LTD. • G� Y ��.a�.rw � ul C�51'M1L6 aR[ SURF+�Lf UlSf+tdCES, RF[ORDEb YI.' tNSTRLIME'Tf NO. D29�384E W. G�EGORY ,J tiAVATAID � 3. IRF WDIG�7E5 iROF! R00 Fp(lN�. OFF:CZAL 2LJ9LIC REC4AU�, T?.RR4NT C(WNTY� T�}[q$ � y� 5�17+11:�h7£Ai/1�r+'THE[+ • S�O/y��(�•-�:/�•• ¢ 3 C.P.R.T,C.7. IkdIG.TES DF��C14L PUBLIL RECOR�S. I B.B.B. pL 4..lt_R. L�. .3U� v G� �9'L��.SS�Q�!+. }'1` �•• � TN.R.SM C6uN'[Y. 7EYti�. �/ '�.s.o." .{{ J N 5. P.R.TC.7 iN01GiE5 P�:T r+ECOR65. TARR/wT COUN'+Y. �BSTRIiC�F I�Q. �]��i Q�+uR�� '� C1TY OF FORT WORTH � — TARRANT CDUNTY, T�XAS �.?* �� GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 GEl'JTECHNICAL ENGINEERING REPORT CHAPEL CREEK, PHASE 5 AMBER RIDGE DRIVE ACADEMY BOULEVARD WEST P01NT BOULEVARD FORT WORTH, TEXAS Prepared for: D.R. HORTON — DFW WEST DIVISItiN Fort Worth, Texas EWI Report Np. DR195131 R2 December 2019 Ellerbee-Walczak, Inc. GEOTECHNIG4L ENGINEERING & CONSTRUCTION MATERIALS TESTING 5ERVICE5 �- - •- s / • D.R. Horton — DFW West Division 6751 North Freeway Fort Workh, T�xas 76131 Attn: Mr. Justin Bosworth Re: Geotechnical Engineering Repart Residences — Chapel Creek, Phase 5 Amber Ridge Drive Fc�rt Worth, Texas 76�08 EWI Repc�rt No. I�R1��13�R2 (Revised} Gentlemen: Ellerbee-Walczak, Inc. (EWI} has campleted the Geotechnical Engineering Report for the above referenced praject. This report was revised to provide uniform pavement recommendations with the other phases and to indicate the pad lots where cuts will encounter or be near limestc�ne. The results are presented in the atta�hed report. Please do not hesitate to contact us if you have any questions regarding the informatic�n in this report or if we can be of any additional assis#ance. It has been a pleasure providing geotechnical services for this project. Sincerely, Ellerbee-Walczak, Inc. TBPE Firm Na. F-4610 ��,��e�� ,�� Ot= �� ,�'`� �.- � 7`S �� /. '� * . �� / ��{11l ... ..................... . .. {. �/ � T. �. �..r��iv��NL�.iR. % � � . ................................ ..........._...� �i `°�'� �2693 �a',; �C.7"�� ttr�'.: . aw nce, Jr., P.E. `�q��Q �� i��s Manager Eng�neering � 4501 Braadway Ave, +� P.O. Box 14809 • Haltom City, Texas 76117 qf�ice 81?-759-9999 + Fax 817-759-1888 TABLE �F CQNTENT� Page 1.0 SITE & PRQ.�ECT INFt�RMA'fION ..................................................................................... 1 2.0 SCOPE OF SERVICES ....................................................................................................... 1 3.t7 FIELD OPERATI4NS .......................................................................................................... 1 4.0 LABORATQRY TESTING ................................................................................................... 2 5.0 SITE SUBSURFACE C{�NDII"IONS .................................................................................... 3 6.0 GROUNDWATER ........................................................................... ...---� ............................. A� 7.0 ANALYSlS AND RECOMMENDAI"IONS ............................................................................ 5 7.1 Faundation Recommendations ................................................................................ 5 7.1.1 Post-Tensioned Faundation Systerns .............................................................. 6 7.1.2 Piers ........................................................................8 ....................................... 7.2 Utilities .....................................................................................................................9 7.3 EarthworklSite Grading ............................................................................................ 9 7.4 Site Drainage ......................................................................................................... 10 7.5 Pavement Recommendations ................................................................................ 11 7.5.1 Pavement Subgrade Preparation .................................................................. 1� 7.5.2 Pavement Designs ........................................................................................ 12 7.5.3 Pavement Movements .................................................................................. 14 8.0 LIMITA"fIONS .................................................................................................................... 15 � Figure Planof Borings ........................................................................................................................... 1 BoringLags ......................................................................................................................... 2 - 33 Sc�il Classification Chart ........................................................................................................... 34 GEOTECHNICAL ENGINEERING REPORT CHAPEL CREEK, PHASE 5 AMBER RIDGE DRIVE FORT WORTH, TEXAS 1.0 SITE 8 PROJECT INFORMATION The 78.844-acre project site, designated as Phase 5 of the Chapel Creek development is bounded by Amber Ridge Drive to the south, Westpoint Boulevard to the north, Academy Boulevard to the west, and Alemeda Street to the east, is located in the City of Fort Worth, Tarrant County, Texas. Planning for the residential portions af Phase 5 of the development will consist of Block BB — Lots 1 through 37, Block CC — Lots 1 through 17, Block DD — Lots 1 through 29, Block EE — Lots 1 through 28, Block FF — Lots 1 through 26, Block GG — Lots 1 through 28, , Block HH - Lots 1 through 23, Block II — Lots 1 through 17, Block JJ — Lots 1 through 26; Block KK — Lots 1 through 21, Block LL — Lots 1 through 26, and Block MM — Lats 1 through 8. Subdivision design consists of a total of 286 lots of one or two stary, wood-framelbrick-veneer single-family residences with relativeiy light foundation loads. We understand that post-tensioned ground-supported stiffened slabs are the preferred foundation system for the residences. Based on the grading plan provided by the client, cut and fills will be about -15 feet to +10 feet of existing grades. Some of the pads will have significant differential fill thicknesses. 2.0 SCOPE OF SERVICES The purpose of our geotechnical services for this site were to: • Evaluate the subsurface conditions encountered in the borings. • Evaluate the pertinent engineering properties of the recovered samples. • Provide recommendations concerning suitable types of foundation and floor slab systems for the proposed residences. • Provide recommendations for the remaining earthwork, site grading and pavements. 3.0 FIELD OPERATIONS The subsurface conditions of the sites were evaluated by performing thirty-two borings, which were drilled between April 17 and April 22, 2019. The approximate boring locations are provided on the Plan of Borings (Figure 1) in the Appendix. The results of the field exploration program are presented on the Boring Logs (Figures 2 through 33} in the Appendix. A Soil Classification Chart containing the keys to symbols and the description of terms used on the boring logs are presented on Figure 34. L '�'L'/J -1- DR 195131 R A tr�ack-mounted drilling rig with cantinuaus flight augers were used to advance the borings. Soils were sampled using s#eel tubes and during the performance of standard penetratian tests. The Ioad carrying capacity of the harder fimestone and shale �ncountered in most of the borings was evaluated in the field by p�rformance af the Texas Department of Transportation's (TxDUT} Cone Penetration Test. Drilling and sampling were performed in general accordance with applicable ASTM and TxDQT pracedures. 4.Q LAB{3RATORY TESiING The Boring Logs were reviewed by a geotechnical engineer wha assigned sail samples far testing. Tests were performed in the laboratory by technicians working under the direction of the engineer. Testing was performed in general accordance with applicable ASTM pro�edures. L.iquid and Plastic Limit tests (ASTM D 4318} were performed on samples af the cohesive soils. These tests were used in canjunction with moisture content tests {ASTM D 2216} for classificatian and estimating their volume change potential. Absorption swell tests were performed on selected samples of the cohesive materials to quantitatively eva{uate volume change patential at the in-situ mais#ure levels. Percent passing #he No. 20Q Sieve tests were perFormed on select�d samples c�f ths cohesive soils to determine the percentage finer fhan 0.{775 mm and to aid i� classificati�n. Hand penetrarneter readings and unconfined compressive strength tests were perfarmed on samples of cohesive soils to evaluate consistency and strength. Water saluble sulfate testing was conducted on samples af fhe soils. The results of the laboratory tests are presented on the Bori�g l.ags in the Appendix. Results of the sweil tests are presented below in Table 1. TABLE 1- SUMMARY OF SWELL TESTS ' � � � `� ' " Ini#fal Fina! �ept� � '�� . �.L � =Surcharge :. , Swell '��►Mi��; y�y ' � ��y �� , �� :�Moisture -MoisCure ' �� l�y � � \�'"h�� ^f�1r,;„„ ' ° �s 1f�'�'�� , �%,� ca�of �: �ar� � , 1 4- 6 65 44 3{7.9 36.0 62� 1.1 2 2- 4 �0 29 19.8 24.4 375 4.4 3 4- 6 51 31 21.6 25.8 625 0.6 4 2- 4 54 3t� 26.4 24.1 375 0.2 5 4- 6 33 17 11.8 13.7 626 0 7 6- 8 59 39 20.1 22.0 875 Q.5 $ 2-- 4 5� 31 23.7 25.8 375 0.9 9 4- 6 56 36 ��.� 24.3 625 0 1Q 4- 6 51 33 14_7 21.2 625 2.1 14 8- 14 56 32 26.6 2$.2 1125 3.1 15 6- 8 46 26 28.7 29.4 $75 0.1 �"�. �. �� -2- QR195131 R TABLE 1- SUMMARY UF SWELL TESTS (cont.) � � � �� ' � Fnit��l ��° �� x � �� s��'��t � �i.� � � � � �`�u��i�4x"� ��fi� �' rt � y � � �� Moisfiur+� 1�'��r�r�. � :�f � ��kb'�� 'b� . , �I �°fo �(��a� � �� '�� : � � � 19 4- 6 5� 33 22.3 23.6 625 0.1 20 4- 6 33 13 12.7 22.2 625 0 21 2- 4 53 32 2�'� 21.5 375 0 22 4- 6 49 32 24.3 26.8 625 0.7 23 8- 10 49 31 15.1 20.7 1125 0.6 24 6- 8 38 22 15.8 21.5 875 Q 26 6- 8 61 40 19.8 28.0 875 0.6 2� 4- fi 72 48 21.6 27.5 625 1.6 'i 29 6- 8 69 46 26.4 34.8 875 0.1 30 3- 5 47 2$ 27.9 21.7 375 0.4 ' 31 6- 8 65 42 22.9 24.3 875 0 32 8-10 45 26 17.6 19.5 1125 0 5.0 SITE SUBSURFACE CONDITIONS The conditions encountered at each boring location are depicted on the Boring Logs in the Appendix. Descriptions of each strata with its approximated depth and thickness are provided. The depths rept�rted on each log refer to the depth from the existing ground surface at the time the baring was performed. A generalized description of the stratigraphy indieated by the bc�rings is presented in Table 2. �'� -3- DR195131 R TABLE 2— GENERALIZED SUBSURFACE GONDIiIt}NS , S#raiurrr To depths of about 1'/z to 12 feet in Borings 5, 10 through 12, 16, 19 & 24 ; Ta depths of about 4 to 17 feet in Borings 1, 3, 4, 5, 7 10, 13 through 18, 20, 23 2 through 27 & 29 #hrough 32; termina#ion , depths of about 20 feet in Borings 2, 6, ! 12, 19, 21, 22 & 28 3 4 To termination depths of abaut 15 to 20 feet in Borings 1, 4, 7& 11 To termination depths of about Fill — brown, gray and tan silty lean clay (CL} and fat clay/shaley clay (GH} with limestone fragments & seams & gravel Tan, brown, dark brown & gray lean clay (CL) and fat clay (GH� some siity with limestone seams, limestone layers, gravel and calcareous particles Tan and limestane with ciay seams/layers Gray limestane some with shale seamsllayers T4 termination d�pths of about 2Q feet in � Borings 8 thraugh10, 14 through 16, 18, Gray shale, some v+rith limestone 23 through 27 & 31 $��m�l��y�� Stiff ta Hard Saft to hard The sr�ils encauntered in the borings at this site are considered to be moderately active to highly active with respect to moisture-induced volume changes. The soils encountered in the borings have shrink and swell potential with seasonaf moisture changes within the active zone. 6.0 GROUNDWATER The borings were advanced in the dry using auger-drilling techniques. This prc�cess allaws relatively accurate short-term abservations of groundwater while drilling. Seepage was observed in Borings 2, 8, 9, 18, 19, 21 & 26 while drilling at depths of about 6 to 18 feet belaw existing grades. Water levels of about 18 feet below existing grades were measured in Bflrings 2, 19, 21 & 26 after completion of drilling. Seepage was not observed in the remainder of the borings while drilling and these bc�rings were observed ta be dry after completion of drilling. Groundwater levels will seasonatty fluctuate due to variatians in the amount of precipitatian, evaporation and surface water runoff. Seepage can occur above and within the limastone/shale parkicularly during wet seasonal/annual cycles. Surface seepage may e�ccur where cuts/grades apprc�ach the top c�f limestone/shale. In additian, groundwater canditians may change due to landscape irrigation, tree roc�t demand and from leaking buried utilities. L,��■ I l J -4 D R 195131 R i.0 ANALYSIS AND REC4MMENDATIONS If differential faundation movements can be tolerated, single-family residences such as these commonly use ground-supported, stiffer�ed slab foundation systems for soH cflnditions similar to this site. Recammend�tic�ns for grc�und supported foundatians are provided below. As stated above the grading plans provided by the client indicate up to about -'15 feet of cuts and about 1� feet of fills on some of the residential are proposed to improve the site. Cut and fill operations will result in a portion or portions of the majority floor slabs being support�:d on more than three feet of differential fills (total difference between cuts/fills or filf/fill}. Ground supported house foundations with portions of floor slabs being supported on non-fill soils or limestar�e and other portions being supported on controlled fill soils (or larger depth fillsj may result in differential movements (due t�i natural fill settlements} in excess ofthe potential vertical movements associated with supporting foundations on clay subgrade soils. If large differential movements (associated with cut and fill operations noted above) cannot be to{erated, the residence shauld be supported on piers placed independent of the ground supported faundation systems. The magnitude of differential cantrolled fiil settlements can be reduced by either sxcavating the non-fill soils to reduce the differential to a maximum of three feet, or less. In the cases where sc�me grade beams are supported on limestone and other portions are founded in fills, difFerential settlements may be reduced by ext�nding the grade beams to the top of limestane. From our understanding of the grading plans, pads with fill differentials of 3 feet ar more fc�r many lots. Piers or over-excavations of the pads to reduce differential fill thickness shauld be considered on these lots. It should be noted that limestone may be encauntered during cutting operations at some locations. 7."1 Foundati+�n Recornmendations We understand post-tensioned foundations are the preferred system for the residence structures. Some differential fc�undation movements can be expected, if post-tensioned, graund-supp�rted, stiffened slab foundation systems are canstructed at this site, The potential magnitude of the maisture-induced mavements is rather indeterminate. It is influenced by the soil properties, overburden pressures, thickness af cfay strata and to a great extent by sail moisture levels at the time of construction. The greatest patential for past- construction movement occurs when the sails are in dry condition at the time of construction. Site grading can affect the potential movements. Far example, the use of clays as fill material will increase the patential movements by increasing the total clay thickness. Cuts can decrease the potential movements by removing a part af the active clays. L.'."� � % ! -5- C1R195131 R 'fhe Patential Vertical Rise {PVR) estimates for the borings were estimated using the information from the testing program and are based on the Texas Highway Department's Methad 124-E and our general knowfedge af the area. PVR calculations are one-dimensional representati�ns of the P�ter�tial Vertical Movements {PVM) (i.e. — swel! is anly considered}. Shrinkage due to soil desiccation of about'lz to 3!4 af the same magnitude can alsa occur. PVR calculations are estimates based on assumptions that the area araund the structures will be well drained {Prc�perly Graded}, landscape beds are nvt over-watered, and utility leaks are promptly repaired. �ong term utility leaks beneath the foundation may exceed thase estimated in this report. Based on the soils encountered in tha borings, we estimate the potential magnitude of post-construction heave for slabs-on-grade placed near finished grades for sc�ils at dry canditions range from on the order of 1'/2 inches for grade beams bearing in limestone, ta an the order af 4'h inches for grade beams founded on onsite soils or compacted fill sails assurr►ing sails placed as fill will be similar to on-site sails and higher PI fills are placed at a maisture-conditioned state. �ightly loaded ground supported foundation systems plac�d on site subgrades will be subject to movement as a result of moisture-induced volume changes in the active soils. The more clayey sc�ils expand (heave) with increases fn moisture and eontract {shrink) with decreases in mc�isture. The movement typically occurs as post construction heave. It is cammon to experience some distress ta structures with slab-an-grade foundation systems due to grou�d mnvements. This can include cracks in brick walls, cracks in ground supported slabs, adjustment to doors and windows that can stick, and interior cracks in sheetrock walls. Gracks in exterior brick wafls can be less noticeabfe with the use of closely spaced vertical joints. Potential vertical rise calculation for design of ground-supported, stiffened slab foundation systems are presented below. 7.1.1 Post-Tensianed Foundation Svstems Past-tensianed or canventianally reinforced, ground-supported stiffened slab foundation systems must be designed to resist andlor talerate potential vertieal mavements due tc� volume chang�s in the site soils withaut inducing unacceptable distress in the faundation c�r struc#ural elemen#s. These movements will typically occur as differentia! movement between the periphery and interior of the slab-on-grade system. Design parameters were develaped for differential swell (ym) using the Post-Tensioning Institute's {PTI) slabs-on-ground (Third Edition} design method and the VOLFLO 1.5 computer pragram. "fhe PTI design criteria based upon dry candition soils for the highest PVR value for grade beams faunded on in-situ soils or properly compacted fills, and for the Iawest PVR value of grade beams founded an limestone are provided in Tables 3 and 4. -8- DR195131 R TABLE 3— PTI DESIGN CRITERIA Blc�ck BB — Lots 7 thraugh 37, Black CC — Lots 1 through 17, Bi4ck DD — Lots 1 through 5, 11, 12, 13, 14 8� 18 through 16, Block EE — Lots 1 through 28, Black FF — Lots 1 thraugh 1�& 20 through 2�, Block GG — Lc�ts 1 through 20, Block HH — L�ts 1 thraugh 5 8� 10 through 23, Block il — Lots 1, 2, �, 4$� 7 through 17, Block JJ — Lots 1 through 26, Block Ki� — Lots 1 through 21, Block LL — �ots 1 through 16 8� 19 through 26 and Block MM — �ots 1 through 8 TABLE 4— PTI DEStGN CRITERIA Block BB — Lots 1 through 6, Biock DD — Lots 6 thraugh 10, 15, 16, 17, 27, 28 & 29, Block FF —14 through 19, Block GG — Lots 21 thraugh 28, Black HH — �ots 6, 7, 8 8� �, Block ll — Lots 5 8� 6 and Block LL — Lots 17 & 18 The grade beams of the slab-on-grade foundation system should exert a maximum bearing pressure of 1,504 PSF on undisturbed or properly compacted fill soils and 3,50Q PSF far grade beams founded oNin limestone. These beams should extend a minimum of 12 inches bebw finished grade. A properly engineered and constructed vapor retarder (5 mil minimum) should be pravided beneath slab areas, which will be cavered, carpeted, or seaied. � -7- DR195131 R 7.1.2 Piers Straiqht Drilled Shafts Drilled shafts, independent of the stiffened siab foundation system can be con�idered far support, where bedrock is present. Straight drilled shafts (Piers) should be situated a minimum af 5 feet inta tan �r tan/gray limestone or shale. A minimum diameter of 12-inches is recommended for the straight shafts. The drilled shafts may be proportioned using an allowable bearing pressure of 1 Q,000 pounds per square fc�c�t {PSF} and an alfowable skin friction value of 1,500 PSF for compressive and tensile loads in the bearing stratum. Settlements of properly constructed drilled straight shafts bearing in the limestone or shale for the structur�s, at the anticipated loads, are considered to be minimaL A minimum diameter of 12-inches and a minimum depth of 16 feet below existing grades is recommended for the straight shafts, Deeper penetrations may be required to develop additional skin friction andlor uplift resistance. Drilled and Underreamed Shafts For lots where limestone is deep or absent, drilled and under-reamed shafts can be considered to �arovide additianal support. The shafts should be situated in non-fill sails at a minimum af 1� feet below finish grades. The under-reamed shafts may be proportioned using an alfowable bearing pressure of 3,OOa pounds per square faat (PSF). This value contains a safety factor of three �3�. Under-reamed shafts should have a minimum base to shaft diameter ratio of 2.5 ta 1 to resist the uplift loads described below. A minimum shaft diameter of 12 inches is recammended. We recommend under-reamed shafts maintain a minimum edge to edge spacing af one under-ream diameter, based on the farger of the two. Most of the se#tlement of properly constructed under-reamed shafts shauld occur as the foundations are loaded. Foundation settlements are estimated to range from U.5 ta 1 per�ent of the under-ream diameter for shafts situated in the clays. DifFerential settlements between equally loaded and sized under-reams are estimated to range from 1/2 to 314 of the tc�tal mouements for shafts situated in the soils. The shafts will be subject to uplift as a result of heave in the overlying soils. The magnitude af these loads varies with the shaft diameter, soil parameters, and particularly the in-situ maisture levels at the time of construction. They can be approximated at this site by assuming a uniforrn uplift af 1,640 PSF o�er the shaft perimeter for a depth of 10 feet ar to the top of bedrock. The shafts must cantain suffici�nt cantinuous vertical reinforcing ta resis# the net tensile load. �_��#� � t -8- DR195131R Groun�water seepage was observed in same of the borings and may be encountered during installatic�n of the drilled shafts, particularly if construction praceeds during a wet periad of the year. Rapid placement of steel and concrete may permit shaft installation to proceed; how�ver, seepage rates ar caving soils cc�uld be sufficient to require the use af temporary casing for instailation 4f the shafts. Should casing be necessary, it should be seated with all water and most lo4se material remc�ved prior tc� beginning the design penetration. Care must then be taken that a sufficient head c�f plastic cc�ncrete is maintained within the casing during extraction. Adjacent shafts should maintain a minimum center-to-center spacing of 2.5 times the diameter c�f the larger shaft. Closer spacing will require reductions in the skin friction �alues presented above, and possibly special installation sequences. As a general guide, the design skin frictian will vary linea�ly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1.Q diameter. This frm should be contacted to review, on a case-by-case basis, shafts requiring clt�ser spacing. Gomplete installation of individual shafts should be completed in c�ne day's oper�ation. The drilled shaft design recommendations provided in this report are based c�n proper cc�nstruction pracedures, including maintaining a dry shaft excavation and proper cleaning c�f bearing surfaces prior to placing reinfarcing steel and concrete. All drilled shaft instaliations shauld be inspected by qualified �eotechnical personnel to help verify the bearing stratum, the design penetrati4n, and .- . - -.. 7.2 ut�i�t�� Care should be taken that utility cuts are no# left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accamplished with properly compacted on-site soils, rather than granular materials. A positive cut-off at the building line is recommended ta help prevent water frt�m migrating in the utility trench backfill. 7.3 EarthworklSite Gradin� The on-site soils may be used as fill for grading. Imported fill should preferably have a L�quid �imit af less than 36 percent. The subgrade in areas to be filled andlor under residence structures, slopes and pavements should be stripped of vegetation and any debris present, The clay subgrade with LL's of 50 percent (CH) or more beneath the fills shauld be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum af 95 percent af ASTM D 698 at a minimum of +4 percent above the soil's optimum moisture determined by that test The native CH filis should then be spread in laose fifts, tess than 9 inches thick and uniformly compacted ta the sam� criteria. The silty claylclay subgrade with LL's less than 50 percent (CL} ben�ath the fill� �hQuld be scarified tt� a minimum depth of 6 inches and uniformly campacted ta a minimum c�f 95 percent of ASTM D 698 at a minimum of +2 percent above the soil's optimum moisture determined by that test. The native CL fills shauld then be spr�ad in loose lifts, less than 9 inches thick and uniformly compacted tv the same criteria. L.:�� -9- DR19513� R Processed limestone used as fill should have maximum average diameters c�f 4 inches or less. Processed limestane used as f+il should be blended with soils r�f rock fines in sufficient amount tc� �Ils uoids around lager diameter rocks. Processed limestone may be placed using the above CL recammendations. Imported fills with �L's of 36 percent or less also shauld be placed at a minimum of 95 percent of RSTM D 698 at or above the soil optimum moisture. If trees are removed within the perimeter of the house pads, the soil should be excavated ta a depth beneath the raat bulb and replaced to the same criteria presented abave. The pad should be prot�f rolled with heavy pneumatic equipment. Any so#t or pumping areas should be excavated to a firm subgrade and properly backfilied. It should then be scarified to a minimum depth of 6 inches and uniformly compacted to the same criteria presented above. If tree bulbs are not remoued, the roated areas may be in a desiccated state and the potential far heave may exist as moisture levels increase over time. 7.4 Site Drainaqe All grades must be adjusted to provide positive drainage away from the residence structures. Water permitted to pond near or adjacent to the perimeter of residences can result in soil mavements, wF�ich exceed thase discussed in this report. Flatwark will be subject to post-constructian movement. Maximum grades practical should be used far flatwark to prevent areas where water can pond. In addition, allowances in final grades should take into cansideration post-construction movement of flatwork, particularly if such movement would be critical. Where paving or flatwark abuts the structures, care shauld be taken that the jaint is properly sealed and maintained ta prevent the infiltration af surface water. Planters located adjacent ta the structures should be designed tt� drain. Sprinkler mains should be located a minimum of three feet away from the building lines. If heads must be located adjacent to the structures, then service Gnes off the main should be provided. It is impartant ta maintain maist ground conditions during prolonged periods of dry weather. Planted trees and deep-roated shrubs should be planted no closer to the structures than 'h their mature height if passible, to reduce the potential for foundation settlement caused by moisture absorption of the roat systems. If closer tree plantings are required a root barrier system is recommended. Roof drains shoufd be e�ctended a minimum of 5 feet away from the structures for grades less than 4 percent. L '��.�� -10- C}R195131 R 7.� Pavement Recammenda#ions 7.5.1 Pav+�men# Subgrade Preparation Based on our experience with the soils encountered in this geologic formation, the variaus soils are not knc�wn to have sulfates in sufficient concentratia� to indicate potential damage to Portland Cement Cancrete ar sulfate induced heave in a lime modified suk�grade. For verification, EV1I1 perFormed soluble sulfate testing a total of 9 samples recovered from the t�orings at the locations listed below, for the determination of sulfate contents. Sulfate Test Locations Stations: Baring 2, 0' to 2' Boring 3, 0' to 2' Boring 6, 1,5' to 3' Boring 11, 4' to 6' Bc�ring 20, 2' to 4' Boring 22, 6' ta 8' Barin� 26, 0' to 2' Baring 29, 0' to 2' Boring 32, 2' tv 4' Soluble Sulfate Cantent 179 293 1193 267 333 813 287 280 313 Parts Per Millian Parts Per Millic�n Parts Per Million Parts Per Million Parts Per Million Parts Per Million Parts Per Million Parts Per Million Parts Per Million Testi�g was performed in general accardance with the TxDOT 145E Method. Review of the test results indicates the soluble sulfate levels were at low risk for sulfa#e induced heaving. Limestone may be encountered after finai grades are achieved. Lime modification is nat feasible in competent limestone. A thin layer of soil of lime cuttings or sar�d is recommended to br�ak the band between the pavement and limestone in the areas where surface limestone is encauntered at finished grade. Subgrade soil materials at the site will mostly consist of siity clay and clay sails. These soils are subjec� to some lass in support value with the moisture increases, which occur beneath pavement sections. They react with lime, which serves ta improve and maintain their suppa�t value. The soil types and depth of seasonal maisture variatians (Active Zones} at this site are estimated to vary fram 4 ta about 1 � feet below finished grades. The following recommendations are based upon aur experience with the area sails and assuming fills placed are cantrolfed. For budgeting purposes, a minimum of 7 percent hydrated lime (33 Lbs./Square Yard ar more far 6 inches or 44 Lbs. PSY for 8 inches); by dry weight, may be required for soil subgrade in pavement areas. Lime series testing should be perfarmed after all rough street grades have been established. 'I`he lime should be tharoughly mixed and blended with the top 6 inehes {or 8 inches) of the subgrade (TxDOT Item 260}. Stabifization should extend a minimum of one foot beyand the edge of the pavement. Limestane fragments within the surficial soils may hamper proper mixing of lime and soils. � -11- DR1951 �"I R The soil subgrade should then be uniformly compacted to a minimum of 95 percent of ASTM D698 at or above the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. Project specifications should allow a curing period between initial and final mixing of the lime/soil mixture. We recommend a minimum of three days for these soils. The availability of this curing period with lime is of considerable advantage in achieving proper pulverization of the soil. This pulverization is necessary to achieve uniform mixing of the soil with the lime. 7.5.2 Pavement Desiqns Pavement designs using rigid type pavements have been developed. 'fhese designs were analyzed using the AASHTO procedures and were developed rigid pavements (residential urban, residential collector and arterial) beneath 6" and 8" Lime Modified/Stabilized Pavement Subgrade. The residential design criterion includes a 25-year design life, 0.5% growth and 35,000 Annual Equivalent Single Axle Loads for the residential roads. The following design parameters were used in the pavement analysis: 4,000 PSI Concrete — Urban Residential Roads Concrete Section Thickness Initial Serviceability, po Terminal Serviceability, pt Reliability, R Overall Standard Deviation Overall Drainage Coefficient, Cd Load Transfer Coefficient Modulus of Subgrade Reaction, k 28-day Concrete Modulus of Rupture 28-day Elastic Modulus of Rupture Design Life 6 inches 4.5 2.25 85% 0.39 1.0 3.0 311 psi/ in 688 psi 4,000,000 psi 25 years Based on the above parameters, the analysis yielded an 18-kip Equivalent Single Axle Load (ESAL) Annual of over 58,000 for a 6-inch pavement section. The analysis assumed that the concrete pavement is placed on a minimum of 6 inches of lime stabilized subgrade as discussed in the Pavement Subqrade Preparation section. The collector design criterion includes a 25-year design life, 1.5% growth and 100,000 Annual Equivalent Single Axle Loads for the collector roads. The following design parameters were used in the pavement analysis: � -12- DR195131 R 4,Q00 PSI Concrete — Residential Collectar Roads Concrete Section Thickness Initial Serviceability, po Terminal Serviceability, pc Reliability, R Overall Standard Deviation Overall Drainage Coefficient, Cd �oad Transfer Coefficient Modulus of Subgrade Reaction, k 28-day Concrete Modulus of Rupture 28-day Elastic Modulus of Rupture Design Life 7 inch�s 4.5 2.25 85°!0 0.39 1.0 3.0 328 psi/ in 688 psi 4,OOO,Q00 psi 25 years Based on the above parameters, the analysis yielded an 18-kip Equivalent Single Axle Laad {ESRI.) Annual of over �28,00{l for a 7-inch pavement sec#ion. The analysis assurned that the concrete pavernent is placed an a minirnum of 8 inches of lime stabilized subgrade as discussed in the Pavement Subqrade Preparation section. The arterial design criterion includes a 30-year design life, 2.5°lo growth and 180,000 (Directic�nal) Annual Equivalent Single Axfe Loads for arterial roads. The fallowing design parameters were used in the pavement analysis: 4,{}00 PSI Concrete — Arterial Roads Concrete Section Thickness Initial Serviceability, po Terminal Serviceability, pc Reliability, R Overall Standard De�iation �}veeall �rainage Coefficient, Cd Load Transfer Caefficient Modulus �f Subgrade Reac#ion, k 2$-day Concrete Modulus of Rupture 28-day Elastic Modulus of Rup#ure Design Life 8 inches 4.5 2.5 9a% 0.39 1.0 3.0 328 psi! in 688 ps's 4,000,t}00 psi 30 years Based on the abave parameters, the analysis yielded an 18-kip Equivalent Single Axle Load (ESAL} Annual of over 388,000 (directional) far an 8-inch pavement section. The analysis assumed that the concrete pavernent is placed on a minimurn of 8 inches of lime stabilized subgrade as discussed in the Pavement Subqrade Preparatian seetian. i`he cancrete sections should have a minimum 28-day campressive strength of 4,(}40 psi {machine}. A minimum �f 6 t 1.5 percent entrained air is recommended. The pavernents should be prt�perly jointed and reinforced with a minimum of No. 3 bars t�n 18-inch centers in both directic�ns. L_"�� -13- DR195131 R Concrete quality will be important in order to praduce the desired flexural strength and Ic�ng-term durability. A mix design should be submitted by the contractor and carrelations between flexural strengths and compressive strengths verified if concrete strengths will be controlled by compressive strengths. L7ue to construction over swelling ciays, reinforced pavement is recommended and should b� placed as described in Section 4 of the Pavement Design Manual. Partland cement concrete pavement types far the roadway can be either continuously reinforced concrete pavement �CFt�P} or jointed reinforced concrete pavement (JRCP}. Either type of reinfarced pavement shc�uld perform similarly in this area. Proper joint placement and design is critical to pavement performance. Load transfer at all longitudinal joints and maintenance of water-tight joints should be accomplished by the use of tie- bars. Contraction joints as described i� Sectic�n 4 of the Pavement Design Manual should b� sawed as soon as practical and preferably within 5 to 12 hours after placing concrete. Joints should alsa be properly cleaned and sealed as soon as passible to avoid infiltratian c�f water, small gravel, etc. Regular maintenance should be anticipated during the service life of the pavement. Cracks or failures that will develop should be properly sealed or repaired. 7.5.3 Pavement Movements "fhe soils encountered in the borings are generally moderately active tt� highly active and subject to volume changes with fluctuafions in their moisture content. The clays expand {heav�} with increases in moisture and contract {shrink) with decreases in moisture. The movement at the center of the pavernent typically occurs as post construction heave. At the edge of the pavement, both shrinkage and swell could occur due to seasonal moisture fluctuations in response ta rainfall and evapotranspiratian. "fhe potential magnitude of the moisture-induced movements is rather indeterminate. It is influenced by the soil properties, surface drainage, and overburden pressures and ta a great extent by soil moisture levels at tF�e time of construction. TF�e greatest potential for post-construction movement occurs when the soils are in dry condition at the time of canstruction. Based t�n TxDflT Test Method 124-E, patential active soil movements, to the boring depths evaluated, near the alignments ar� estimated to range up to on the order of 1'l inches to 4'/z inches for soil profile. Flat grade� should be auoided vtrith positive drainage prc�vided away from the pavement edges. A minimum grade of 0.5% and preferably 1°lo is recommended for all pavements. ��:��J..,:L,l -14- C}R195131 R 8.0 LIMITATIONS The professional services performed for the preparation of this geotechnical report were accamplished in accardance with current and locally accepted geotechnical engineering principles and practices. The recommendations presented in this report are based upon the data obtained from the borings at the indicated locations and/or from other information discussed in this report. "fhe subsurface canditions occurring between borings and across the site, or due to seasanal/annual climatic cycles may vary from those encountered in the borings. The nature of these variations may not become evident until during or after construction. Should subsurface conditions varying significantly from those described herein, EWI should be immediately notified to evaluate the effects on these recommendations and so supplemental recommendations can be provided. EWI's services should alsa be retained for the final review of design planslspeci�Fications so comments can be made regarding interpretation of the geotechnical recommendations provided in this report, or to provide additional borings if soil variation is encountered during foundation placement. "fhe recommendations provided in this report were prepared for the exclusive use of our client. No warranties, expressed or implied, are intended or made. The information and recommendations provided in this report are applicable only for the design of the types of structure(s} described in the Site and Project Information section of this report and should not be used for any other structures, locations or for any other purposes. We should not be held responsible for the conclusions, opinions or recommendations made by others based upon the information submitted in this report. If changes to the design and/or locatian of this project as outlined in this report are planned, the recommendations provided in this repart shall not be considered valid unless EWI reviews these changes and either verifies or amends this report in writing. Construction issues such as site safety support of excavations and dewatering procedures are the responsibility of others. The scope of services for this report does not include any environmental or biological assessments either specifically or implied. ff the owner is concerned about the potential mold, fungi, bacteria, identification of contaminants or hazardous materials and conditions, etc., additional studies should be undertaken. EWI's capabilities include a full range of construction material testing and observation services. EWI should be retained to provide testing and observation during excavation, grading, foundation and construction phases of this project. We will retain the samples recovered from the borings on this project for a period of 30 days subsequent to the submittal date printed on this report. After the 30-day period, the samples will be discarded unless otherwise notified by the owner in writing. � -15- DR195131 R m � � � 0 m� 'n-. 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FINES GRAVELLY aoo �bQa POORLY-GRADEDGRAVELS, SOILS (LITTLE QR N4 FINES) � pOa p (�F► GRAVEL - SAND MIXTURES, �{TTLE Q � QCj (}R NO FINES �OARSE � GRAINED MORE THAN 5p°la GRAVELS WITH � �Q � GM SILTY GRAVELS, GRAVEL - BAND - �Q�L� OF COARSE FINES � 4 SI�T MIXTURES FRRCTION RETAINED ON NO. 4 SIEVE {APPRECIABLE G`. CLAYEY GRAVELS, GRAVEL - SAND - AMOUNT OF FINES} CLAY MIXTURES CLEAN SANDS WE�L-GRAQED SANDS, GRAVELLY MORE THAN 50% �AN� �w SANDS, LITT�E OR NQ FINES QF MATERIA� IS AND LARGER TFiAN SANDY . + . � . +`• . NO. 200 SIEVE �QILS `' `' �' �' POt?RLY-GRADED SANDS, 81ZE {LITi�E OR NO FINES) :: ,,�' P GRAYELLY SAND, LITf�E QR NO FINES SANDS WITH SILTY SANDS, SANQ - SILT M4RE THAN 50°lo F��E� $M MIXTURES OF C(�ARSE FRACTION PASSING ON N�. 4 SkEVE (APPRECIABLE �`. CLAYEY SANDS, SAND - CLAY AMOUNT C7F FINES) MIXTURES INORGANIC SiLTS AND VERY FINE ML SANDS, RQCK FLQUR, SILTY OR CtAYEY FINE SANDS OR CIAYEY i SILTS WITH SLIGHT PL.ASTICITY SILTS INQRGANIC GLAYS OF LOW TO FINE LIQUID LIMIT MEDIUM PL.ASTICITY, GRAVELLY GRAINED ��D t-ESS THAN 50 C`— CL.AYS, SANDY CLAYS, SILTY CLAYS C�AYS, LEAN CLAYS SOILS � — � =— QL ORGANIG SI�TS AND ORGANIC _. — SILTY CLAYS OF LOW PIASTICiTY MURE THAN 50% INORGAMC S1LTS, MICACEQUS OR QF MATERIfl� IS MH DIATOMACE4US FINE SAND 4R SMAILER THAN SILTY S(�f�S NCS. 240 �IEVE size SILTS LIG2UID �IMIT INC}RGANlC CLAYS C}F HIGH ��S GREATER THAN 5Q �' � PLASTICITY �'„' QRGANIG C�AYS OF MEQiUM T4 HIGH PLASTICITY, C}RGANIG SILTS � , � r . , z HIGHLY ORGANIC SOILS `` ,+ `' '� i' ,`—', pT PEAT, HUMUS, SWRMP SOI�S WITH „ „ „r „ HfGH ORGANIC CC?NTENTS NC}TE: DUAL SYMBQIS AftE USED TC? INDICATE BQR[7ERLINE 5f}IL CLASSIFICATIONS Figure 34 GC-6.09 Permits & Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CHAPEL CREEK PHASE 5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 :hec�C naie Zcsid�r�tia] { Ic�? 1•'a�nil� f C ommerc iaf i'��T �Y(�� i I}ate Rer'd : � Application f��r j.lrk�an �OYCStYy Pcrmlt � �� # � {['nm�lete all inforrn�ti�a� �isted heir�rr�� 0 IndR3stria! ❑ Mix�d-Use Luriing ❑ I5[3 �'tihlic f'r�Peci ultura! �1ulti-k��mi tielc�f YrescrFation �iefhod iF'A i tEicable'Ta 'i ❑ !�lethe�d [ )�iiim '�'�� 1�leiltad D��tinn '�3' f] Wai�er ❑ iv`o f-rees Project �:�me: Buildi�ig YermiE #; � rces to he remmed frnm si[e Chapel Creek Final Plat d: PP-� 7-O7J ❑ f�o frees to hr remnvecl fran� site 5ite 5trcet ,�ddress & I.egal f}e5rriplion of Fruperty [I.vl. �31oek. Suhdi��isinn}� See Atta�hed Legal Descriptions d��licant [Dc�eloper.�Sula-€iiridcrj prir�ter� tiam�: M�rk AIlB�i �D.R. �rt��i} Phnne: S�I�-�3O-�S�O Si�;n:�fure: _ Q�ltr: �.3 / F&r: .Aa�re55: �751 North Freewa ��,��: mpaflen __drhort�n_cam �:'�t►. �tate � [��: Fo�t W�rt�"1, TX ��13� -- A�en1 []r ('pnsulFfln! !if}�resentiag .4r�►Eieant �RQ�e: 817-$10-D695 Printed yame:5hield Eng}neering Grvup �ddrrss: 1��0 IN 7th S��E�t. 5t� ��D Fax: �344-273-21$4 r�r.�, titate & z�P: Fort Worth, T� 7�102 �:�►a�i: an.hill s��pllc.c�m Recor•d (}wner of Propertr' {if diiierent 1'rum Applieanty �r-i�ted ti:►r��e: 82�130 I►1terChange, LT� - Attn: Mark Foster �'h��r: 5�2-4�6-8591 -tiddre5s: 9fl4 Vllest AVe Rpt 1 D7 Fax: c��, sc:�tp � z��,: Austin, Texas 78�Q1 ��,A;�: tiUTl:: ,�n .4ppro�e[I L�rb�n Fnrestr� F'llnl�srme[ nil� run �ith ;he larrd and ran [�nlv be �mer�di[! h► the C rba�� Drsf n C�ummissi�n {L.�rhan Fnreslry i3rdinance Vn. IRGfSj 11fl�75ru tiu.: C'nunty: (:ross �itr .�� r.i �r� .Artifieiaf Lot :Acres�e: TAR-072G,072C,072D Tarrant a�`�� r>� 1,858,274 42.66 .....................................................................Fnr[�tfice l.'tie�nly..............................................................-•-•-•............. Fee RDI7 # Dxte Filed ❑ale Yosted ,-Apprnr•�I Ciate Uenied L7ate: Revie�ver: Cnmments: F�RT ��RTH LETTE�i U.T' AU'TH�RI�ATI�N �'QR URI3,�� F�RESTRY PN1RM[T R� PRFSENTAT�QN �1�#r�� r=tiai�,'� ��'' 1[PF21NTdWNER'SiVRMF)�� ;��G' ��' '�'�#�L'.rC.�LGi'��r �'�c� _C�R7IFYTHATfAM THE C�JRRENi OWNEF� OF �NE PRQf�RTY D�SCRIB�p BELbUV AiVQ H�R�BY Gf�ANT AUTHORIT'! 70 �N,yn�Ey Mark Nllen TO ACT Dhf MY B�F-iALF IN MAI{ING APPLiCATiDN AEV❑ 5U8MITTING TO 7HE CITY DF FDRT WQR7H, TEXAS, A REC,�UEST F�R A€V URA�N F�RESTRY PERMfT FOR THE FDLLDWIhJG PRD�ERTY: Se� Attached Legal b�scriptions {CER"TIFIED LEGAL �ESCRIPTiQN� � "` ACKAf0111�LE�G�M�IVTS: I certify that tF�e al��e inforrrtatian is cnrrect and cample#e to the best of my knvwledge and abifity and thai I am naw, or wilt be, fufly prepared fo carry nu# the Urhan F'orestry Plan as apprv►red shouid the ak�owe representative ❑r their agents fail fo da sn, or if the property is sald, I will rnake the new owner ar�d their represe�#atives fuily aware af the appraued Urban Fvrestr�r Plan and the requiremenfs #hat run with the iand. I furth�r cerki#y that I have read and understand the inforrnation prowided concerning #he prvicedure for considera#ivn af my Llrban Fores#ry Perrnit requ�st as wel! as 5�ctivn fi.3Q2 of the Cpty vf Fort Wortl� Cvmprehensir�e ��ning Ordinance concerning the o►�erafl Ueban Fvr�stry regu�ations. ! understand that acceptance of an �lrban Forestry Permit appfi�atian doQs not guarant�e that the City wiil issu� the par�-nit unfess it is in complian�e with afl �p�lica�le codes, I�ws, artd reguiatians and ail fees i�a�e been paid. I undersfand that onc� �pproved, this permit will expire and b�come ir�valid nn t�e f�fth anni�ersary ot the appro�ai date if either no progress has �eer� made taward impterr�antatEon �f the plan or the project scape and canfguratian chartges pri�r to tree r-erno�a! or site disturbance_ 1 und�rstand that shou€d progress taward implemeniation, tree rerrEoval, ❑r sEte [�isturbance oc�ur, #he appro�ed permit wffl not expire until the warranty periad for new and preserved tre�s has ended or a new perm�t and pfa� are su�imit#ed and apprn��d subject ta Gonditiorrs af the ariginal permit. ! ur,derstanc€ fhat an appraved plan wifl run with th� land ur�til is revised and r�placed wiEh another a�prave[f �ian under this or another Ur#�an Fprestry Perrnit. I understand #ha# warranty for new a��f presErved irees ber�ins nn�e ihe last building is compi�te and receiWes a certificate �f accupancy or wher� all impr�vements s�rqwvri on #he plan have been carrzpleted, whichewer is the lat�r date. I further aufharize my representafive fa act as rr�y agent, if needed, befare the Ur{�an Qesig� Cornmissivn during any appeal hearings. I i�r�derstand tha# if I arn not present ar represented at a pu3�lic heari�g for an appea2 of any requirements of Sec[ion 6.342, the Urhan �esign CornrrEissior� may deny #h� requesk_ THfS AUTHORf�AT�OhE WILL REMA�N IN FORCE LlNLESS RE11pKEp By wyRITTEN N�71C�. �' � � dWNER'S 51GNATURE: �+ �'�-��:�a��,-��-u-: �� # �?�=+,'� j� f-U i i"t:,�� t' x�< �..�.f7 �z i��G_:►-tc�.�,-_ �WN�R'S NAME {p�intec}y ��130 lnterchange, L.TD. AC}L]RESS and ZIP �� ESi AV� Apt 107 AuStII], TEx�S 7$7�'� T'E�EPMt�NE: ��7�-$�9� EMAIL: I ________________________ '� '��I� �R� �illl a<oye,mp�.;�� 9s�Rbs��bo9s`:2 c �'mC9�� 9sp Fm' ��vzm v m m� A€ �e_�� a ��a � n'� a � z p� ,°� r�i�Hn�OA ��Z�C K Z�-1Ci%y �v� ��on�jm X'.� iy � �-I l+� �` c�i+ N � Rxl � O m � $gR�l �4 �R �� R' $ 3� >R ng Fc �p� � � m_ p3� � o�= � � �� S g$ m� '"Ro �m � m .� �� o n3 A> ga� � ^ �� o a m sao �8 x� n� h$ :. 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G. �� 1 0�� "� � _ ,, ,, _ — �� i 's '� I � � W D Z � D�m �� m �A r n �O � � m � m 2 � � 2 � m N � I`lelE K 0 0 � 0 A _ ti m „ D m' m o�o A� I � � � � TO O� �Q �m Oy __ m X� V A �� °D O D � �� ❑ � "�� '�""" �g 2? - `"�x= "030 o$ og a�= y�i'o-��Fi - � o - m = � m�p np °�m= _ _ - � . ` �F o� o � -- __ - - - € _ - �s $; �s �_ _ R� - _ "oA � _- °�� D ��ow � n �o Z A ��o rr � < - - - � � _ - < os� o _ g^ o � S = o _ g -Ds �� O � O �� p p m� N 9 - - s � N � °� o o��_ z �`�� A� � �� N m�` o s� � v�,sg"�vsm � - m� y � - _ v�meFa_mm - = A � - � essas� � �^ � � x� � � � m� 9 0 � m _ < _� °z � � F��T iN��rH �� Urban Forestry Plan Checklist Note: The following plan checklist is provided to assist Urban Forestry Compliance in developing a complete plan set to expedite review by the department. All plans submitted for review are to include a copy of the checklist(s) signed and COMPLETELY FILLED OUT by the responsible party. Submittals made that do not include the checklist(s) will be returned without review, comments, or approval. PI PII Note: PhI (Phase One) — Existin Conditions Plan PhII (Phase Two) — As Develo ed Plan A. PLAN FACE ITEMS ❑✓ ✓❑ ❑✓ ✓❑ ❑✓ ✓❑ � ✓❑ ✓❑ ✓❑ ❑✓ ❑✓ ❑✓ ✓❑ 0 0 � � ❑✓ ✓❑ ❑✓ ✓❑ ❑� ❑✓ ✓❑ ✓❑ �❑ 2. 3. 4. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Land owner, developer, and preparer names/addresses/phone numbers/other contact info Project name (lower right corner) Project address (existing or temporary) and legal description of property Vicinity map outlining location with North arrow Plan scale (acceptable options: 1 inch = 10,20,30,40,50, or 60 feet ) Graphic plan scale & North arrow. Corporate City Limits line (if adjacent to property) Date of preparation and any revisions. (lower right corner of plan) All adjacent or interior street names (existing or proposed) Plat name and number Legal Lot or Artificial Lot boundaries (clearly labeled) with declared measurements Scaled depiction of all existing structures and paving Scaled depiction of all existing structures/paving to remain and proposed new structures/paving All existing or proposed regulated utility and drainage channel easements labeled per the plat Individual Existing Tree locations and/or outline of tree canopy Individually labeled Significant Tree locations Individual locations of all new tr�ee plantings Existing Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals Significant Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals (See section G- 5 of ordinance 18615 for significant tree determination) New Tree Legend: species; caliper; quantity Site Requirements Table (See section B) B. SITE REQUIREMENTS TABLE (figures derived from calculations on page 2) ❑✓ 1. Gross site area being permitted ✓❑ ❑✓ ❑✓ 0 � 2. Total area of regulated utility and drainage channel easements 3. Net Urban Forestry Area 4. Required Tree Canopy Coverage (See page 2 for determination) 5. Total site parking area in square feet (include entire parking field) 6. Required Parking Canopy Coverage: (40% of total site parking area) Use the following tables: **** If Significant Trees on site, complete chart on page 3 first. Net Urban Forestr Area ( hase 1 and 2 Calculation S uare Feet Acres E1 Gross area of ro ert or artificial lot � 1,858,274 42.66 B Re ulated utilit easements and other deductable areas � 457,449 10.50 C Net Urban Forest Area A-B 1,400,825 32.16 Re uired Tree Cano Area hase 2 Minimum Cano�y Coverage Requirement : CommerciaUInstitutionaUPublic Project (30%) D Industrial (20%) Agricultural (25%) Residential (40%)/ New Subdivision Option (25%) Multifamily (50% of open space requirement) Mixed Use Zoned site 5% E Additional 5% if usin reservation method B F Total required canopv covera�e for site G H I J K L M N trees Preservation/Retention of Existin Cano ( hase 1 and 2 Existin tree cano area � 2,026 0.05 If seeking approval for phase 1 only, then preserve a minimum _ _ of 50% cano and sto after com letin line M. G x.5 Preservation re uirement 25% G x.25 507 0.012 Additional 5% if usin reservation method B" rotected trees" G x.OS 101 0.002 Additional preservation option for mitigation of significant tree ( ff ) - - removal onl if removin si nificant trees - see 3 Total reservation re uirement ((H or I)+J+K)) 608 0.014 Area of existin cano reserved � 606 0.27 Total preservation credit *(add line dd only if preserving all 1 234 0.028 si nificant trees) M+ dd* ' New Tree Plan � Re uired new P 220 lar e car Q �6 medium R small ca S Total Plantin� trees (a� 2000 sq ft per tree �py trees @ 700 sq ft per tree trees n 100 sa ft ner tree Parkin Areas: 1 or 2 T Area of arkin U Re uired cano covex V Area of cano covera� �' Excess/deficient narkin Fulfillment of Re uire X Total re uired cano c �' Provided cano covera Z EXcess/deficient overall iily residential are ex of parking areas (40% �ing provided for park nopy nts (phase 2) ra�e for site —M-dc ty x 200( ity x 700 �ty x 100 P+O+RI 464,658 440,000 25,200 465,200 1 : � � .: 2 � - - (T x .40 - - � - - V-U - - F 465,892 10.70 (1v�+S+dd 466,434 10.71 y_X 542 0.012 2 4i nifcanf Trees aa All Post (.)akslBla�kj�ck Claks � I 8" dbf� (if east �f I-37} bb All ❑ther trees � 2?" dbli {re ardless of s ecies or loeatian} ec 'i atal ofsi rsiiticant trees ta he reser��ed �� Si r�iticant tree . resenatit��3 credit ee 'Tatal �f'si�ni�icant trees to be ren�owed 5ig�ifcant Tree - Remo�al Miti�aiion dnt»ns [Choose Dne): � Pres�r��atinri o#� exist�n� canop;r 1.�X the ��nopy ot� remar•ed si�ni�cani irees in excess of rcquired canap� ()R.... �� r}�I8[llIll� �Z�C�li1[]Ilc�I ICE:t;S ]� �I7E C:iil7C>�7� O� fE3Z70V�C� 55�111� liilllt � 1C��5 Ill L.L'CESS E]� 2'4:GL11rCCi L`7ilUp4 �R.... ['ayrneni into tr�e ftuid f��r tolal dhh inGl�es c�t�si�nii��ant trees reniov4d �i�� $2Q0 per ir�ch d6h (]R.... Vrban D�sig�i C'�}i�nzissian apprt�aed �lan that mitigates ihe rerj�o4•al ol�ihe si�;nilicant lree{5} Calc�latinn � � � {ec sqf't x �.5} aa+b�i-cc (ee sqf't x 1.5) (.i� 5Cj�l k 7 ] �ee dbh x ��D) � N!A lnches Canopy � DBH S�LFr 0 0 _� 10,386 30 1,257 —,__,., 628 179 9,129. � 45,645 D. REQLiIRED EXHIB�TS (SURMiTTED tn the Urban Forestry Cvrn�iia�ce Sectian ai time af applicatin� fling} Phl ❑,/ ❑.� 0 J❑ ,I❑ n P�i 1 � ❑J ❑,i J❑ � � 1. Applicatian for Llrhan Forestry Yermit [co►nplete and signed). 2, 2 fufl-si�e coEs'res nf Phase l& Phase 2�tlanq (fnldrd ta maxime�m size of 9x12 inches]. 3. 1'!an Checklist {this 3 pa�e for�t�}. �, Ui�ital ltard-co�r• (CD) �f Phase 1& Phase 2�r�ans (�DF forrtxsxt �re#'erred — n�o CAD} 5. Checkl!4'Ioney flrder made payable to C:ity of Fort Worth 6. l full-size copy of the mvsi recenfly° re�orderJ plat (foldcd ta r�iaximun� size o#` 9x12 incltesj. Applicant's (:erti#ication I. [E3E LlI1L��'I'S1�CLCCI. �1Ci�h�' c�.rtifv that tl�e attachc�i plan sul�mitta! has a[I items rec��sired and listed. 1 understar�d that if a��y of ihe items req�iircd arc dc�m�d :��issin� from tl�e suumi�Lal, lhe plan �vill ltot be acceptahle for re�•ie��' ar�d �ili be returned �is inconiplelc. My �licr�l is awarc c�f thcse crileria and wil3 accept all respniisihility �nr dela}'s due tu tt4e i��eom�iete su�mittals. I ain enclosin� a� expfana[io3� %r e�ich itcm ��k�ich [ feel is not required ancf #hereforc, has stot been ine�uded ir7 tl�e s�i%��i tal p�tcl:a�e. � J� �� 24�� plicant's signature date �l.j'3C:1�'�C�S SI�TL]c�1� LL1I'� 1]ate lvnt�;; Suhditi isinn R�ilcs c� R�g�ilaiions r�:lcrcnccs: CP (C�onccpt Plan_ ��ttia�j 301, PF {Prclirninan Pla1] 5�ctinn 3(#2 &�'F [Fifial Ffai) & FS {Sho3-t l�c�rm F'lat) 5cctioEt 3f13. I�Y4'Iti��' IICE�G�{rG+x{�� 3 ENCROACHMENT AGREEMENT BY AND BETWEEN Texas Midstream Gas Services, L.L.C. AND Chapel Creek, Phase 5 THIS ENCROACHMENT AGREEMENT ("Agreement") is entered into this 9�h day of June, 2020 by Texas Midstream Gas Services, L.L.C. (the "Company"), an Oklahoma limited liability company, whose address is 5601 E ls� Street, Fort Worth, Texas 76103, and D.R. Horton-Texas, LTD, ("User") whose address is 6751 North Freeway, Fort Worth, Texas 76131. Company is the current legal holder of a certain easement and/or right-of-way situated in Tarrant Texas pursuant to the following described instrument, which instruments is filed in the Deed Records of Tarrant, Texas (hereinafter the "Easement"): Grantor: 820 30 Interchange LTD Grantee: Texas Midstream Gas Services Execution Date: 06/21/2007 Recording Information: Filed on 02/21/2008 Bk Pg Entry D208059698 Legal Description: BBB & C RY Survey, Abstract 219 Tract 11D12A1 Company has one or more pipelines and other underground and/or surface facilities located within the Easenaent (hereafter collectively refenred to as the "Pipeline"). User desires to use, in common with Company, and Company is willing to permit such use in common with User a portion of the Easement for the construction, operation, maintenance, inspection, replacement and removal by User of certain underground and/or surface facilities (the "Facilities") that will encroach upon the Easement, subject to the terms and conditions herein contained. NOW THEREFORE, Company and User, in consideration of the mutual promises herein contained, do hereby agree as follows: 1. User, its respective successors, heirs and assigns, is hereby granted the non- exclusive ri�ht to use, in common, with Company and subject to the terms and conditions of the Easement, a portion of the easement and/or right-of-way as granted in the Easement (the "Encroachment Area") for the construction, operation, maintenance, inspection, replacement and removal by User of the Facilities as more fully described and set forth on the attached Exhibit "A". 2. The rights of User granted herein are conditioned upon and limited to the following: (a) Company reserves the right of full use and enjoyment of the Encroachment Area, except for the purposes herein granted, and User agrees that, except for the construction, operation, maintenance, inspection, replacement and removal by User of the Facilities, no excavation, building, structure or obstruction will be made, constructed or permitted within the Encroachment Area without the prior written consent of Company. (b) Company shall be notified forty-eight (48) hours in advance before any work by or on behalf of User begins within the Encroachment Area. Notification should be made through the local One Call System (811) and to Land Representative at 682-730-4880. Company shall have the right to have a Company representative present at all times during the construction and installation af the Facilities. (c) No trees or bushes or other landscaping shall be placed or allowed to grow within the Encroachment Area unless required by applicable laws, regulations or local ordinances. (d) Existing Pipeline marker signs placed within the Encroachment Area by Company shall at all times remain easily distinguishable from the surface, air and from any access road to the Encroachment Area. Pipeline marker signs temporarily removed during installation of the Facilities shall be reinstalled at the completion of installation of the Facilities. (e) With respect to that part of the Encroachment Area used by User a minimum of twenty-four inches (24") of undisturbed soil shall be placed upon and/or maintained at all times over the Pipeline; provided, however, at least forty- eight inches (48") of undisturbed soil shall be placed upon and/or maintained over any portion of the Pipeline located within 50 feet of any building or structure which is or may be occupied by humans. (� With respect to that part of the Encroachment Area used by User, the existing grade located within ten (10) feet either side of the centerline of the Pipeline will remain unchanged at all times. Adequate erosion control devic�s will be installed and maintained by User to prevent any erosion within the Encroachment Area. (g) No stockpiling of dirt or debris within the Encroachment Area will be allowed except (i) due to emergency operations, or (ii) repair of the Facilities. (h) No heavy construction equipment of a type that has axle loads exceeding 20,000 pounds per axle shall be allowed to operate, cross or park over the Encroachment Area where there is less than 48" of cover over the Pipeline. (i) Any Facilities running across the Encroachment Area shall cross at an angle no less than 45° to the centerline of Pipeline. Barnett North GGS — White Settlement 1 H Tract 18.00 (j) Unless otherwise advised by the Company representative, all subsurface Facilities that cross the Fipeline shall be installed by User below the Pipeline a minimum distance of twenty-four inches (24") from the nearest exterior surface of the Pipeline. All subsurface Facilities that are parallel to the Pipeline shall be installed by User a minimum distance of ten feet (10') from the nearest ext�rior surface of the Pipeline. (k) Any subsurface telephone, cable and electrical lines will be encased in non- metallic conduit and in colored concrete with color as specified in guidelines of the American Public Works Association. Electrical lines shall be installed in accordance with the National Electric Safety Code. (1) User shall be responsible for obtaining all necessary rights for construction and installation of the Facilities from the landowner of the Encroachment Area. (m)Before starting any work within the Encroachment Area, User shall submit all plans and specifications for the Facilities and any further improvements within the Encroachment Area to Company for approval. (n) User shall maintain insurance coverage of the types and in the amounts set forth on Schedule 1 attached to this Agreement and shall provide proof of insurance before starting any work within the Encroachment Area. (o) User shall be responsible for compliance with the Company's construction standards and guidelines by User's contractors and their subcontractors. (p) Listed Encroachments • Please see Attached "Chapel Creek Phase 5 proposed TMGS Crossings" 3. User agrees that, should it become necessary for Company to work on, repair, remove or replace any portion of the Pipeline or other improvements, which work results in damage to the Facilities or other surface or subsurface improvements within the Encroachment Area, all repair or replacement work of such Facilities or improvements shall be at User's sole cost and expense, including the relocation of the Facilities, if necessary in the sole opinion of Company. 4. USER AGREES TO PROTECT, INDEMNIFY FULLY, HOLD HARMLESS AND DEFEND AT USER'S SOLE EXPENSE THE COMPANY, ITS SUBSIDIARIES, JOINT VENTURERS, AND AFFILIATES AND ITS AND THEIR AGENTS, OFFICERS, DIRECTORS, EMPLOYEES, REPRESENTATIVES, CONTRACTORS, SUCCESSORS AND ASSIGNS (HEREIN COLLECTIVELY REFERRED TO AS "INDEMNIFIED PARTIES") FROM AND AGAINST ALL DAMAGES (AS HERE�NAFTER DEF�NED) CLAIMED BY USER OR THIRD PARTIES, INCLUDING EMPLOYEES, CONTRACTORS, AGENTS, REPRESENTATIVES AND AFFILIATES OF USER OR THIRD PARTIES THAT Barnett North GGS — White Settlement iH Tract 18.00 ARISE FROM OR RELATE TO THE FACILITIES AND THE U5E, CONSTRUCTION, OPERATION, MA�NTENANCE, INSPECTION, R�PLACEMENT AND/OR REPAIR OF THE FACILITIES; PROVIDED HOWEVER, USER SHALL NOT BE REQUIRED TO INDEMNIFY THE INDEMNIFIED PARTIES AGAINST THEIR OWN GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. IN THE EVENT OF JOINT AND CONCURRENT NEGLIGENCE OF BOTH USER AND COMPANY, LIABILITY, IF ANY, SHALL BE APPORTIONED COMPARATIVELY IN ACCORDANCE WITH THE LAW OF THE APPLICABLE JURISDICTION. COMPANY RESERVES THE RIGHT BUT NOT THE DUTY TO APPROVE ALL ATTORNEYS SELECTED BY USER OR USER'S INSURANCE CARRIER FOR COMPANY'S DEFENSE HEREUNDER. The term "Damages" shall mean any and all (i) obligations, (ii) liabilities, (iii) personal injuries (including, but not limited to death of any person), (iv) damages to property (including, but not limited to, (a) damage to or destruction of the land, or any improvements, facilities, vehicle and equipment in the vicinity ofthe Easement, (b) damage to or destruction of third party owned or operated improvements, facilities, vehicle and equipment located within the land in the vicinity of the Easement), (v) penalties, (vi) actions, (vii) lawsuits, (viii) claims, (ix) settlements, (x) judgments, orders, directives, injunctions, decrees or awards of any federal, state, local or foreign court, arbitrator, administrative or governmental authority, bureau or agency and (xi) costs and �xpenses (including, but not limited to, reasonable attorneys' and/or arbitrator's fees) relating to the foregoing. 5. Any notice to be given her�under shall be given by (i) mailing the same by United States registered or certifted mail, postage prepaid and return receipt requested, or (ii) delivery in person, or (iii) pre-paid delivery by a commercial delivery service (such as UPS or FedEx) to the address herein below shown of the party being notified, as follows: USER: D.R. Horton-Texas,LTD 6751 North Freeway Fort Worth, Texas 76131 Attention: Ben Clark COMPANY: Texas Midstream Gas Services, L.L.C. 5601 East 1 S� Street. Fort Worth, Texas 76103 Or to such other address as the parties may from time to time specify in writing by notice given in the manner provided above. Notice shall be deemed received (i) if given by US Mail, on the receipt date shown on the return receipt card; (ii) if by delivery in person, when actually received by the recipient; (iii) if, by commercial delivery service, on the receipt date shown in the records of such delivery service. 6. This Agreement may not be assigned by User without the prior, written consent of the Company. This Agreement shall apply to, inure to the benefit of, and be Barnett North GGS — White Settlement 1 H Tract 18.00 binding upon and enforceable against the parties hereto and their respective successors, assigns, heirs, executors, administrators and legal representatives. 7. This Agreement contains all the terms, promises, covenants, conditions and representations made or entered into by and between Company and User and supersedes all prior discussions and agreements, whether written or oral, between the parties with respect to the use of the Encroachment Area and all other matters contained herein and constitutes the sole and entire agreement between Company and User with respect thereto. Except as expressly set forth herein, this Agreement shall not in any way alter, modify or terminate any provision of the Easement. 8. This Agreement may not be modified or amended unless such amendment is set forth in writing and executed by Company and User with the formalities hereof. f� EXECUTED this � day of , 201�? COMPANY Texas Midstream Gas Services . .0 By. �i��^ illie Lee Land Re Sr. Land West USER D.R. Horton-Texas, Ltd A Texas Limited Partnership By D.R. Horton, Inc A Delaware corporation Its Authorized agent J / � fi By, f_ i��-' L1_ Name: Benjamin M. Clark Title: Assistant Vice President Barnett North GGS — White Settlement 1 H Tract 18.00 ACKNOWLEDGEMENTS STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on the � day of�e�lc._�� :7dQ by \�� \\ �-e, Lf2� , the �Yy, �e� of Texas Midstream Gas Service L.L.C., on behalf of said entity. � ---_�� '��=�� _ � �,� �`�� •� - �_ ` ' - � � _� .c�' �t�� My Commission Expires: \ \ — L�ol. ^'ac,�aC7 (S E A L) STATE OF C. COUNTY OF ��qVP�� JENNETTE MICHELLE STAFFOAD ; .�.... �Q . _°•:�: �= Notary Public, State of Texas �r., , +�� Comm. Expires 11-02•2020 %FpFS�� ,,,,,,r` NOtary ID 128528921 This i trument was acknowledged bef re me on the � day of �, %�, by k. , the '� , V�(�, �"(S , of D.R. orton- Texas, LTD. on be lf of said entity. Nota�y Public, t te pf Printed Name: My C mi sion Expires: 2 z ( EAL) ��' • Katk Sabin �� MY Canmfs�ia� Erpires �;�,�,�� 11l27/2022 �� ID No 130023823 Barnett North GGS — White Settlement 1 H Tract 18.00 SCHEDULEI INSURANCE REQUIREMENTS At any and all times during the term of this Agreement, User shall at its expense maintain, with an insurance company or companies authorized to do business in the state where the work is to be performed or through a self-insurance program, insurance coverage of the kind and in the minimum amounts as follows: (a) Statutory Workers' Compensation, including coverage for occupational disease, and Employer's Liability Insurance with a minimum limit of $500,000 for each accident, occurrence, or disease, covering all employees, agents or servants of User in compliance with all applicable state and federal law. Such insurance shall include a"Borrowed ServandAlternate Employer EndorsemenY', providing far claims brought against Company by any agent, servant or employee of User as a"borrowed servant" to be treated as a claim against User. (b) Commercial General Liability Insurance, on an "Occurrence" form unless otherwise agreed to in writing by Company, including operations of Independent Contractors; Contractual Liability to the fullest extent permitted by law, including Action Over/Indemnity Buyback; Products and Completed Operations; Explosion, Collapse and Underground Property Damage Hazards; Pollution Liability; and Underground Resources with a combined single limit for Bodily Injury, Personal Injury and Property Damage liability in an amount no less than $2,000,000 per occurrence. (c) Automobile Liability Insurance covering all owned, non-owned and hired vehicles with a combined single limit for Bodily Injury and Property Damage liability in an amount not less than $1,000,000 per occurrence. (d) Excess Umbrella Insurance in an amount not less than $5,000,000 per occurrence. (e) User further agrees to provide additional amounts or kinds of insurance as may be reasonably deemed necessary by Company from time to time in accordance with the ongoing nature of operations and changes in exposure to loss, to the extent such insurance is commercially available. Prior to User's entry on the Easement, User shall obtain from its insurers a waiver of subrogation against (i) the Company and (ii) any other party indentified by the Company on all insurance policies required herein. User shall name Company and any other party identified by Company as an additional insured to the fullest extent permitted by law on all required insurance with the sole exception of worker's compensation. All required insurance shall be primary to any insurance of Company that may apply to such occurrence, accident or claim and no "other insurance" provision shall be applicable to Barnett North GGS — White Settlement 1H Tract 18.00 Company and its affiliated, subsidiary and/or interrelated companies, by virtue of having been named an additional insured under any policy of insurance. All Such insurance shall be carried in a company or companies acceptable to Company and shall be maintained in full force and effect during the term of this agreement, and shall not be cancelled, altered, or amended without thirty (30) days prior written notice having been furnished to Company. User, in its agreements with its subcontractors, shall require subcontractors to obtain, maintain and keep in force during the time in they are engaged in performing work hereunder, insurance and to include insurance contractual provisions which are substantially similar in coverage and scope and endorsements to that which Company requires of User herein. 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V191M A[IV � lo I I N � � 1 'o � J � T� 3 � -- � � v E,o Y �rvl � �J ' �o � 1 �'�^ ¢ I � I O�� , ls'CLY � � i i a^o�W �` � a � m$ � � j � Z3 _ �o �ow�a � � � �„o � �<<o �? o$'s�S� i i /II �� m �� s��Z� �o WW: � m�z�e F- ~rt5r�� o I I �fI 3u� n�zo �NO f� i1210 % _ 3w �} '' OwOow N � t�iSa S I� � V o l0'ZlY � ...! �1 � u`� _ - - � - �1 I_L� _ 1 = -` _ \ YC'lIB � ��.. . I II I � `-- 9[OIV � I I I � � ' � � 4 4NVA3700E1AW3aVJV 610 ' � a � . _ � a - -- e - �.�� ---- � �z � `�'—_ - e zd`�o�^ — _- �9 _--- ----__ -- Nd�3z�m isLL ------= on �n i�m�8�� - P � i / \\ r`=-----i . � � a s Hq1tlA3�3 g enn»odoi o S P � � S i 5 APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT Name of Owner or Applicant Ryan Hill, PE. GFM Address of Owner 1600 W 7"' St #200 Fort Worth, TX 76102 Date 4/8/2019 Telephone No. 817-810-0696 Nearest Stream Farmers Branch Creek PLEASE TYPE permit No. � �� — ( � — O ^ � � Ofifice Use Onl ❑ Approved L+�S Approved With ❑ Denied" Conditions" Location of Permit Area (Address or Legal Description) Daie In: Date Out: Within existing 25' sewer easement on the John B. Foster tract East of Loop 820 and Soukh of processed B; h Constellation Ranch Apartments. APProved By: �AM^� PURPOSE OF REQUEST: ❑ Excavation ❑ Filling ❑ Dredging or Mining � Uiility Conslructlon ❑ Building Permii ❑ Grading ❑ Paving ❑ Drilling Operalions ❑ Other BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet if needeci) Propose to rehab 400 LF of existing 12" sewer line within the 100 YR FEMA flood plein, Zone A by means of open cut. CQMPLETE APPLICABLE QUESTIONS: 1, Total drainage area of watercourse N/� acres. 2. Regulatory flood elev, � Not available. 3. Has siie previously flooded? � Yes ❑ No 4. Is site subject to flooding? � Yes ❑ No 5. Is safe eccess available during times of flood? ❑ Yes ❑ No � Unknown 6. Is the proposal within ihe designated floodway? U Yes � No UUnknown 7. Have all necessary prior approval permlls been ob�ained from federal, state or local governmenial agencies? � None Required ❑ Yes ❑ No Qf no, explain; if yes, provide copies of approval letters or permits.) ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sels scale drawings showing localion, dimensions, etevatlons of exisling and proposed topographic allerations, exisiing and proposed struclures, location relative to floodplain area. 2. Extent lo which watercourse or natural drainage will be altered or relocaled. 3. Supporting hydraulic calculations, reports, elc., used as a basis for proposed improvements. NIA 4. Lowest floor elevation (including basemenq of all proposed struciures. N/A 5. Elevation io which any non-residential structure shall be flood proofed. NIA 6. Ceriification by registered professional engineer or architect ihat Oood proofing criteria are met as set forth I� Section 7-347, Sub-5ectfon b, Ordinance No.11998. N/A DURING THE OGCURRENCE OF A 100-YEAR FREQUENCY FLOOD WILL THE DGl1D/1C A 1 • � 1 2 3 4. Reduce capacify of channels/floodways/watercourse in floodplain area? Measurably increase flood flows/heights/damage on off-site properties? Individually or combined with other existing or anticipated development expose adjacent properties to adverse flood effects? Increase velocities/volumes of flood waters sufficiently to create significant erosion of floodplain soils on subiect propertv or adiacent propertv upstream/downstream7 5. Encroach on 6. Provide com increase in flood levels? for anv measurable loss of Info. Not Yes No Available x X X X X X FL04DPLAIN DEVELOPMENT PERMIT The City af Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all developmenk taking place within the area of the 100-year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Thrnckmorton Street. Failure #o obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs, I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodpiain Develapment Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements, This proposal shall be subject to any change in floodplain development policy at the ac#ual time of development. Application is hereby made for a permit to authorize the activities described herein. i hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission. re of Applicant or Authorized Agent OFFICE USE ONLY FLOODPI.AIN AREA DEFINED BY: LJ FEMA ❑ COE ❑ FLOOD STUDIES ❑ HIGH WATER MARKS ❑ OTHER FEMA INS. ZONE MA FLOOD ELEV. �U �j� I GROUND ELEV. FLOOD PLAIN STUDY � ��b K- I PLATE N0. I FLOOD ELEV. CONDITIONS FOR APPROVAL` OR REASONS FOR DENIAL"* �l�' s �-�� (.� � � l�Y'e-e� �V��-�b �Y'2� �hncvi ��'l�"�� L� C'Oli"�p 1�� .-�'�,� �i,lG�r--SS I vJ �� /� c � ��I�S' C,v G'� ��0�3c �'' d�'srY► ��-e- � d��`�"�' �� F R 0 RT W RT H 0 0 Apri124, 2019 Mr Ryan Hill Shield Engineering Group, PLLC 1600 W 7th Street, Ste 200 Fort Worth, TX 76102 Sent via email: ryan.hill(�a,segpllc.com Dear Mr Hill, This letter permits you and/or your representative to remove all the trees from the parkway located at Westpoint Blvd @ Alemeda St, as indicated on the attached plans, including 28 hackberries, 1 bois d'arc, and any woody vegetation that is less than 6" caliper. There is no mitigation requirement. The following trees are prohibited on city parkways: Ash Hackberry Bradford pear Mimosa Cottonwood Mulberry Siberian elm Willow Silver maple Sycamore You are responsible for making sure the removal and/or planting does not violate any private deed restrictions for your neighborhood, or procuring any additional approval needed from any PID, TIF or Design Review Board that may govern in your area. If I can be of any further assistance please contact me at 817 392 5738. Sincerely, ^Y1�� Melanie Migura, Forester, for Rustin Stephens, City Forester Park and Recreation Department file PARK & RECREATION DEPAR'I'MENT City of Fort Worth, 4200 South Freeway, Suite 2200, Fort Worth Texas, 761 IS-1499 (817)-392-5700(PARK) Fax (8l7)-392-5724 Application for �'ree Removal I'ermit Submit to On City of Fort Worth Property City Forester Including parkways and medians 4200 South Freeway Suite 2200 Fort Worth, TX 76111 melinda.adamsna,fortworthtexas. ov Section 1- A licant Information A licant/contractor Shield En ineerinQ Grou , PLLC Contact Name R an Hill Title PM Street Address 1600 W 7t�' Street, Ste 200 Cit Fort Worth State TX Zi Code 76102 Phone 817.810.0696 Fax 844273.2180 Email address r an.hill(cr�sea llc.com Section 2- Location Location address West oint Blvd & Alemeda Road, Fort Worth TX. 76108 Business/Residence Name of Business Attach site plan drawn to scale showing location of all trees by size (DBH) and species to be removed, and any existing man made features. Site plan should also include layer demonstrating why trees inust be removed, such as proposed turn lane, drive approach or grade change. Plan must also include north arrow, scale, City Trees to remain on site, any proposed planting on city property and planting details along with method of waterin . Section 3- Mitiaation Prohibited trees inay be pennitted for removal from parkway and/or median without mitigation. Trees in alley may be perrnitted for removal, usually without mitigation. Trees or shrubs listed in the Nonnative Invasive Plants of Southern Forests published by USDA may be removed without mitigation regardless of location. All other trees less than 30" in DBH permitted for removal must be mitigated on an inch per inch basis. Trees 30" DBH or greater are mitigated on a 2 inch per inch basis. Mitigation trees must be planted on City ROW, median or other public land. They must be watered and maintained until established or a minimum of 2 years. If mitigation on site is not possible or desirable, mitigation into the tree fund can be made in the ainount of $200 er inch not lanted. Mitigation trees inust be planted before final inspection of the site. Mitigation to the tree fund must be made at time of ermit. A tree planting permit will be issued for trees to be planted on City property at the same time as the tree removal permit. You must submit a tree planting plan and follow guidelines for planting in the ROW (see attached . Trees Prohibited on the Parkwa *and median . Does not ertain to other Ci owned ro er Hackberr * S camore* Silver Ma le�` Mulberr * Siberian Elm* Mimosa* Arizona Asl�* Cottonwood* Willow* Bradford Pear Guidelines for Landscaping in Parkway Public Open Space Easement (P.O.S.E.) a :� 3 a � � � � � � � U � _ a � U Pubiic Open .0 Space Easement o ; _ �P_Q.S.E.) -� c� ;� � � � � � � � �d� �� Froperty Line oG _�°planted in this arca Cu Public Strcet Right-of-way walks, signs, trees, shrubs, cars, trucks, etc., in the illustration. Landscaping in Parkways A 20-foot by 20-foot triangular public open space easement is required on corner lots at the intersection of two streets. A 15-foot by 15-foot triangular public open space of easement is required on corner lots at the intersection of an alley and a street. In addition, at the intersection of a driveway or turnout section and a dedicated alley, a 10-foot by 10-foot triangular open space easemen# is to be provided on each side at the driveway or turnout at the time the driveway and/or alley is constructed. No structure, object, or plant of any type may obstruct vision from a height of 24-inches to a height of 11 feef above the top of the curb, including, but not limited to buildings, fences, public open space easement as shown on the • A medium or large tree shall be planted a minimum of 2 feet from the face of the curb, sidewalk, or other structure. • A srnall tree or shrub shall be planted a minimum of 1.5 feet from the face of the curb, sidewalk, or other structure. • A minimum planting area of 3 feet must be available between back of curb and sidewalk to plant any small tree or large shrub and a minimum of 4 feet to plant large trees. A large tree shall be defined as a species that reach a height of 50 feet at maturity. • In residential areas a minimum spacing of twenty-five feet is recommended between shade trees planted on parkways and is required in commercial districts or major arterial streets. • All landscaping shall be located so that pedestrians can walk parallel to the street within the parkway whether a paved sidewalk is or is not provided. • No tree or shrub shall obstruct the view of any traffic signal, sign, or other public sign. • Trees planted un�er power lines will be a species that reaches a height of 30' or less upon maturity. • Any tree or shrub planted in the parkway is the property of the City and the City reserves the right to prune or remove such tree or shrub if it becomes a traffic hazard or poses risk. • Planting trees or shrubs on any public property requires a permit from Park & Recreation Department and can be obtained by calling the City Forester at 817-392-5738. • The following trees are prohibited on city parkways: hackberry (Celtis sp.), sycamore (Platanus occidentalis), silver maple (Acer saccharinum), mulberry (Morus sp.), Siberian elm (Ulmus pumila), mimosa (Albizia julibrissin), ash (Fraxinus sp.), cottonwood (Populus deltoides), willow (Salix sp.), callery pear (Pyrus calleryana), or any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests published by United States Department of Agriculture Forest Service. 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Jy�� . . . �; - - - . _ _ - . ._ 'i . . �/S� . . - � - -- , LI�� . � . _ - 'i. i � i I I, I �� ; . ,i� � If _ 6z m�� O A A O � W N N N N N ��i. Y N N O O j O N O O � �� Go 0o x oo x W W w W W W W O O O O O O O �� >>>>�� o�o�o� ��:��:� 0 �� _ � � �a� a a 000 � � <<< < < a � ��z�� b b <. ��====a � a�� ,�� ++�a�a� ++�� r d � zzW��N N " �?1 N N J" ry N(] O�D i'A' w� A N Vl !% O N "' ^'� rTi �"] O C oT �oa o �- o m v� a aaaaaaa y=y=y=y �� A A A A A A A � � � � � � � xxxxxxx ytiytiytiy 0000000 �� 0000000 ��T�T w N W N A N N N N A gdi7drqd �y� F � � �y� I�i�T ' i x � y � � � b � � d � �1 y t� � � y C � a w � c 0 A O W N H � � � y � O � � � � y � O � y x � �� CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: October 21, 2020 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth VVater Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2. Manholes & Bases/Fiberglass ............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round ....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B. Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C. Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 a � � Q � � x s � � � � � a m o. n 0 3 m � � � n dy� ��,o � b�� 0 ro � y �yC y �J � ~ y x � y C � � v � N Q O N � N O N O a � � Q � � x � n dy� ��,o � b�� 0 ro � y �yC y�°� �yx � y � � � v � � Q a N � N O N O N a � � Q � � x � n dy� ��,o � b�� 0 ro � y �yC y�°� �yx � y � � � v � � Q a N � N O N O w O � � (D � n� a m � n 0 _ � � .* z 0 '.O T O 00 J �- � J C 00 �O 00 �C (D lNn rn c A o � \ A A A A .�D � � p C � � '.D �l O T O�. 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