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Contract 59676-PM1
FART WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WEST SQUARE TRACT SEWER EXTENSION IPRC Record No. IPRC23-0001 City Project No. 104680 FID No. 30114-0200431-104680-EO7685 File No. N/A X File No. X-27677 Mattie Parker Mayor Christopher P. Harder, P.E. Director, Water Department CSC No. 59676-PM 1 David Cooke City Manager Lauren Prieur, P.E., PMP, CCM Interim Director, Transportation and Public Works Department Shield Engineering Group TBPE Firm #F-11039 TBPLS Firm # 10193890 1600 W 7th St., Suite 400, Fort Worth, TX. 76102 817-810-0696 Prepared for The City of Fort Worth July 2023 Owner/Developer Clairmont MCD, LLC Attn: Mark Allen 500 West 7TH Street, Suite 1220 Fort Worth, TX. 76102 817-247-5434 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 7 12-3 FORTWORTH. City of Fort Worth Standard Construction Specification Documents 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 66 f f f3 1ftV ii40t1--t-- 1k M"cla n� /^va 244002 TILT 0T/^__ 0 l� hrs9.�J.�11� 1 D��., - 03�/�/2nn:�n nn /nc,ry12014 0044 0 00 42 43 0043 3 Bid Fefffl Proposal Form Unit Price Bid Ben 05/22/2019 n n ink nnv0 45 11 Bidders l\yualifi:,i✓1'd 04,42,401 0045 12 Prequalification Statement 09/01/2015 i.lc.cflf�*.%-4.�w. ppi 03 /nn /2n-2n 00 45 26 Contractor Compliarrnce with Workers' Compensation Law 04/02/2014 664546 +91. k, DuJ111VJJ E.-,1. N11JV 8oa4 8112 f 1/2 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/201201/31/2012 0 alllVlul 80ndition , 1 /, ��/-.Jl`IlJll 07041r0iz 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 n� ink 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Division 02 - Existing Conditions �. v v k �, DcYi ahtiatr 924 4 —R�.. n V µ1 -02 11 1 Paving-R,,... � V ul Division 03 - Concrete 0�-34 13 -G-.1�.J.1l-1 Material (6ESN1) n'�6 t r r Teri i .r Trcn� '�1�1':A:. Dc,��r e3-He-sol�a�r�, a«���, IV > AI,L1118 c�,11. 1, L✓a Ll Division 26 - Electrical 269599 •G\ ......... Work Results for Electrical 26-05 16 D,,A... f,,. El ,.,t...,.l 26 05 Ru:,;.Vµy , u..a Doxes for -.::,ul Cy:,`cems -Z6 05 43 ram__ is and leettiett! Systems Divisions 31- Earthwork M io 00 -S�u ----- ..g U.1 .4T/�x � - 3 i -23 23 Barra 31 2400 £...L--- 1\... V.tJ 3 i 2500 Er L. VJ.V.1 (4.1 0 Division 32 - Exterior Improvements '''�T 3z 91 is T\ ... V y .1�,%.ulRep�ir- 3201 29 33 1123, 27 1 1 70 Lill"'v TivVzd B fts Ge ft Re 2'JS O V VWJJ ./L 11 ✓' L.�,ula T1V"-tl UV.1 OiuL..1- 724246 1 .Ji_/.ul� 1 la.'Aiig 2 f2 73 3-2 13 13 ��p�lalt �i�»>g��>> Ci✓.1� � D[! v VV'ay,5 Mid D4mc F cc I' rt 3 ^S2 1373 (C�..��J�� 71��, 'V✓.�x�1v Tag (/✓.xt L �2 4 16 DI iJ:, Unit 3ems e,;;ere+e-O-,�iL w.. 3-2 1 4 -23 3 3231 13 C-ka... P-..;,:.- -.%I deg Date Modified CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32�c6 2n 3231� Wife > ,,.,ees ,-ad r_ es Weed vx,,4 GaAeg 3221T;T 13 rej A. P L-a 3291 49 Topsail Afteement aA f %Akmay s- 3ems 0��1::�b, --..10--13�rg 3272 93 43 ��I(�1�J��.��::�, wi PA. Division 33 - Utilities n1 31 �r �1ese�0�.�u�l TJ�� � �,Y.V.. , 33 n3 T1 n ���}}��-ppv___ 93 :%7r-��`�i9iili� e%�.�/I �7r__��� TT-�Alll�:/.11g 3304 12 _. 33 04 30 TWftt 0�. ri rg A , T,,Stifi . ,.Px'Ate . A Uiws 330440 33-64 56 ea ff emd pta- ee U;-..::.g --f 01 1.- Mains 3305 10 Ut4ivy Tretteh Fxe" iJ;i, Embedment, a_a Bftel4ill 22�i W&tor !/..:, .T.,z epii3g 23 95 13 Frftt"e, a- tw aiitl 3� nc 1� 1n T.l'C7:7TJ'T4 r.« u� G 1ZTCLSiL� l�l7Y"GY Q.Y7� VOY11p03Y+e SJR7'TTT djustit4g Aa,,,>, lA� 1"L�ts vial ,o Beyws a44 Ot o; c.Y-,Y,,w;yr, t nGrade -1�R C-.1�zv* c \I7,.4,. E 7,...1 - 3 nc 1 4 TJ-�J-TT Galifffs 33-05.20 33-95.2 T �-.—ma . li n✓.-11a* 33-93-��ee�CJw��..� r�;-: 33 nc 23 77 4TZ.7 11au- d TI uu. 33 05 '+ 3395-2Q fnstalleAiatt .,x,�%,y Nix 1T GaLK.iA x TU.mV LL.'-x-,y n 33 65 36 22�T 33 11 10 Belt. Ar. s ...,1 Gtts1_ets Y7'uetiY. 1em ✓✓ 11 11 7!Xra 1 L.1v hor. 1 iy ✓✓ 11 12 ✓✓ 11 1✓ , Bef Wpftpped, Steel G;,�y& x Tyre 33 11 14- Buried Steel f -V�- -..a F? ngs 33 12 10 33 12 11 �ni i,�.,�LI ♦Y (A�Vl OVl Y1VVJ 1-111V11 �V �-111V11 �A'mt.-r Meters 33 1221 � 25 33 1230 Genneetion to Existing Water- Mains 33 H 6 I ;t 50 tents AW cx— 0-.m:w)M s CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN. 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 133 31 13 "�s IIIgh IV yet f6 33-3128 Plvrr; Npz 1415,.,fty G le-ide (DVrl rl moo,] D,-@f;lo G-a-yit , 9a+i a+y Sewe,- r 7T3'1ZS p<'+ 333158 i✓1G and C 3; 39 40 33 �n rn 9 )✓;_x;;:, Liil:rrj €ems Ott 33-41 H IIigh D�-X--lalty IV,Y— Adly1':., /IIDF-E) Pipe f6i 04D:a-.' 11 12 :111:,1_yc+k-rfe-(SRr-E) Iipc �46 00a 22 46 tll Slotted c� �--m--or aivrlcil-orNnn D.»G Ts 46 4= Tr�,iTi Dyearls 9 Gast i PitteeAiT,._thel �,n � J 4lla JUlla1:%,1 D ✓� � 49 -20 ChC &Y���, Bkap �2ts 3� � � �i'. ;aa Division 34 - Transportation 4�rn Getbitte 4 41 10. 2 oree ; ^ 44 10.0; 211 11 11 Tzmpoya-,, T-af4e Sigfi4s 211 11 13A✓11✓ in €fi; Ci.�nGl� �/1 11. .5 R-ee�gellar n reef, 3441 16 Redw.>tv;zam II}- lid ✓rm-1 344f 20 :, / UI✓J e n, 2nnY � Freew ire n- - L�:......u..�� 3441 e3 xe44eftt.ul > r�D n��a.. �� L ::.... - e e, - n CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD:Hfortworthtexas.2ov/tDw/contractors/ or httvs:Hauus.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 02 11 lf J 82"02"20 Division 03 - Concrete 6 Gast r._ Pittee Gett r-et . 03 ✓^1 13 -C,.a/uullcd Low 0 1 4W494-2 ppo�pppp6 -C�r.I:,r �.., Dc.�or TYc;nGIY l�rz. Division 26 - Electrical 26 05 Demoliti alJ::; u1 a y :... , 2605 44 DDFAf Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 34 3600 Edens -,„L61126f � �1 ;:7 go Ripr-" Hr261126 H Division 32 - Exterior Improvements 3 n nrn12=r 421i2914 Z 17�S eement Treated Base eo , in1Z7, nL�lL�7Z 32 44 ' 4 r 1 T.:,�r�:,a a;:.l ' 2 42 16 � -A.- fAaa11 I\x,-iftg 2213 �ZL2 Geffefete , ZT i1942942- _ GotrE1'01•e TPG,vv ull:6, uiiil D,GYY'Yi.Y' Free-R-atrfps vm'vazvry 22�TPm\&g J»t ✓✓lair`s , n,nrrr 01128i 32 44 16- +wiJk U,.i CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 , 6 , 3 �T �+a effete !'� . t.. �t,uc�, aria , n ink 3I23 1l. , 1-me'r4eings , ,,�3 Ghftii 1 GYYGGJ ar d Gfttes H'16411-283 i 2,/ ? 3232 f3 Gast :__ pittee Gatte_et LLLaaaa 1AfA1 �9 32T7 2 13 HY&O /ktllc"lkn Ecadan, 11A EMI.-tig nn3.,3 329343 u u Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 J7�7-T�BypftSS aaab SyStefft Pthlfti5iftg Of Eftialt' 1274912'97Z 3304 10- joint Bond11ig wid 1:/icdcrioal I.5al i2IL261126fz 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33-9430 6�116 f 1126 f f 33 04 40 -Qa&yitvg &Ad Aes lw T v sting ,.fWater- Main e�3 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33-93-�� T �b✓.� .� z�; T �:r��e�rrg , •, ,.,l'� 01128R -- lT-- 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3A' per- ; Iatth 3"f�T 3305 17 Gone -ete Concrete Collars 42149,1294 % 12/20/2012 33 93--21 3mmJ ) in✓L rgftie , 4rr 29,1204r -�. ✓ I ILLald T� lalaJalllE', 1-Ll00'01-L 330524 Pipe4rro:uiIlg :rr TuI,fte 6614 97126f3 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets ll,,,.W A T. Rip 12/20/2012 , 1 L7 33 f f 11 A44 / L—U s I]I.LV Lllli I1 V1111LL111�J i , 1, /^, n v, n, ^, 1�%�Z 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 i", fSteei eyii.ndC11.y"N- ,2/29/294� 33 11 IY- rigid �J1 I\p , u..d ELiings ' 2 7 J f Y'at,-i V1l,Gl J 1-im%, lV 2-U.L%, l `3vi La r', 1�� 33 , 2 /16 , /1 /11 aaLSeated Einte Valve 33 33 H 25 33T -Cvia -to EA.A ..g WP� ,24011204 lzrrvr�mlz. 6 H63,'26+4 CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33f 2 56 W-e— 0,a iofls , 2,120��} 3�0 77 AIJJ Uaaa'a/a�'� 96,4 �3 31 12 -G ed in -Dl c• '-XV- ;£4PP} ^ 1J 31 13 - - - -- N I': vi�14JJ I�C11Tf��,,.1 I1,,, �0.u�1 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 P@151,1415 Ghlgfid@ /Uyrl !` 08@ D,-AW ! faAl;+„ �ylt.l7' � 12,49,1294 33 3122 r.,,�sL °Lf, Lining ,^^�;;T 73 J1Z3 OOv.r vi 1 iNv LYY i.Y.i'AAYYYGYYY. HIL201126H 33 31 50 Sanitary Sewer Service Connections and Service Line n ;,. v l.,o , co..,o,.1'Ar- r,r 04/26/2013 ,, T 333170 for- sa-a tm 0 -CcojA. Pk-aer, t rR.whele 2, 611-26 ,^�;42 33 39 20 Precast Concrete Manholes 12/20/2012 333940 33 39 60 Epoxy Liners for Sanitary Sewer Structures , ,�;;T 12/20/2012 0 Reif f -ee r` c` sl^tSl E/-rtz r Npa,16. 3 33 41 11 IIigh D�.., IV-.� ✓ f:,� O�V��.� D�'u .. i nzariareet _ _.3112 , ^n ^rr 4 2 334604 I d 6t-m�., Bkai*s 4%rr Ffef/126H 33-46-02 •T-sIJ.I Dmi is O:H�� �3--4�-�� Gast if nl, r r ti Jun ar. �.;r r.�k r/ci8ri Do7ko� __i2I.. __ L2 �126H 3322-__447(9]]�--2�0 �44Td D] 0r, L-4L:-& HIL2^ 2 JT ts1°ni ✓] i�.t gga 14ea w..11„ afid SIT;,...... alls 17 H Division 34 - Transportation �4 -44 ,rn %v ,nIi,^i^nT S -4 41 9 -Att ,^ T 3441 In m 1 1 ! �y /) Y1 y T �KVau�i�alL �V1111 V11 V1 IJ�F/NVIIZG�ClZV11 9-212972 �L%�TL ✓l 41 11 �ct�01��; s , , ,� ;T3 3 , .� r.__ �l 11 1� R�.��- ��b T:��f., 0��.�u1� 422 4-2,4 ., 34 4416- n . L�j s��Q , ,,-r,�-"4,T3 11 ; R-e{ - a tY Ill {A1111111C1.1V11 JJ viuUiVJ t2/L20/'26t2 34 61 �,Ptclz l LTD R✓"�tanmaimb 344128.02 1A Lay LIED R. a%l„ ay Unixi„ux, w 06,45,620+5- 3 i6-63• -Rt-s �t:.- l LT,I� R�"- 1Y.'a -Y L ........'s06,4 34 4i 50 0:..b1,, NI--d: Fib 9-p-tie 3 n7�1 13 i i,4211283 ,.^, 6 , 1 /nn 22,49+7 CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104680 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 8 of 8 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions AeE-4-09 rues 6.D M111V.-.*[y ClllWomen 9wnedDUJ111VJJ Enterprise �11 (Al1VV 1Vftge-R*es-- GC-6.09 Permits and Utilities �z 1 �i..d-.......1�::.. GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104680 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidlist Item No. Description 1 3301.0002 Post -CCTV Inspection 2 3301.0101 Manhole Vacuum Testing 3 3305.0109 Trench Safety 4 3305.0112 Concrete Collar 5 3305.02021rrt�orted Embedment/Backfill, CSS 6 3331.4115 8" ewer Main 7 3339.0001 Epoxy Manhole Liner 8 3339.1001 4' Manhole 9 3339.1002 4' Drop Manhole 10 3339.1003 Extra Depth Manhole ( > 6.0') 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 00 42 43 DAP -am PROPOSAL P.S. 1 of2 Bidder's Application Project Item Information Bidders Proposal Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT 1: SANI SEWER IMPROVEMENTS _ARY 3301 31 LF 753 $3.00 $2,259.001 3301 30 EA 4 $150.00 $600.001 1330510 LF 753 $2.00 $1.506.00J 33 05 17 EA 4 $630.00 $2,520.001 33 05 10 LF 60 $70.00 $4,200.001 3331 20 LF 753 $167.00 $125.751.001 33 39 60 VF 41 $430.00 $17.630.001 33 39 10, 33 39 20 EA 1 $4,820.00 $4.820.001 33 39 10, 33 39 20 EA 3 $9.700.00 $29,100.001 33 39 10 VF 26 $190.00 $4,940.001 TOTAL UNIT 1: SANITARY SEWER IMPRO✓EMENTE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Furor V-w. M., 22, 2019 $193,326.00 WEST SQUARE TRACT SEWER EXTENSION CPN. 104680 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information Bidlist Description I Specification Section No. Item No. Bid Summary UNIT 1: SANITARY SEWER IMPROVEMENTS This Bid is submitted by the entity named below: 00 42 43 DAP -BID PROPOSAL Pug, 2 oF2 Bidder's Application Bidders Proposal Unit of Bid Unit Price I Bid Value 1 Measure Quantity $193326.00{ Total Construction Bid $193:326.001 BIDDER: BY: rnsr Cm,-Vruction, Inc Burnsco Construction, Inc. 6331 Southwest Blvd, Benbrook, Texas 76132 �'�j Office (817) 738-3200 TITLE: 'ARdent/L Fax (817) 738-3435 DATE: Man:h 15, 2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 11 working days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH TRACT STANDARD CONSTRUCTION SPECIFICATION DOCUNI :MTS- DEVELOPER AWARDED PROJECTS WEST SEWER ENSION F.- Version Mai 22.2019 SEW ER EXTENSION CPN: 104680 0045 12 DAP PREQUALMICATION STATEMENT Page 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 "Mai or Work Tvpe" box provide the complete maior work tvpe and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Water Distribution, New Development (> 16 in) Sewer Collection System, New Development (> 8 in) Drainage Improvements Sanitary Sewer Manhole/Structure Interior Lining — Warren or Chesterton Coating Contractor/Subcontractor Company Name Prequalification Expiration Date Burnsco Construction Inc. 6/30/2024 ACE Pipe Cleaning Inc. 4/30/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Burnsco Construction, Inc. Company 6331 Southwest Blvd. Address Benbrook, TX 76132 C i tylstate/Z i p BY: 0 k (Signature' TITLE: Vice President DATE: July 12, 2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALI FICATION STATEMENT— DEVELOPER AWARDED PROJ ECTS CHAPEL CREEK PH 7 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 201S 1�•:1 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. . Contractor further certifies that, pursuant to Texas Labor Code, Section as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 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 Burnsco Construction, Inc Company 6331 Southwest Blvd. Address Benbrook, TX 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Albert Grantges leas Pri t) Signature: Title: Vice President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Albert Grantges , 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 Burnsco Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 15th day of March � 2023, CESILIA CANALES _ Notary ID #131652996 Ny +P My Commission Expires of July 24, 2026 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 WEST SQUARE TRACT SEWER EXTENSION CPN: 104680 00 52 43 - 1 Developer Awarded Project Agreement Page I of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on March 15, 2023 is made by and between the Developer, 5 CLAIREMONT MCD. LLC.. authorized to do business in Texas ("Developer") , and Burnsco 6 Construction, Inc authorized to do business in Texas, acting by and through its duly authorized 7 representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 West Square Tract Sewer Extension 17 City Proiect Number: 104680 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within ( 11) working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer 650 Dollars ($650) for each day that expires after the time specified in 36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of ONE HUNDRED NINETY THREE THOUSAND 40 THREE HUNDRED TWENTY SIX DOLLARS ($193,326). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 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 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to overate 81 and be effective even if it is alleged or proven that all or some of the damages beine 82 sought were caused, in whole or in part, by anv act, omission or neeliaence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 vrovision is svecifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damaues beinLr sought were caused, in whole or in Dart, 94 by anv act, omission or neeli2ence of the citv. 95 96 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 the 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. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including 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 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 126 Contractor: Burnsco Co ucti n, Inc. By: (Signature) John Burns (Printed Name) Title: President Company Name: Address: 6331 Southwest Blvd. City/State/Zip: Benbrook, TX 76132 March 15, 2023 Date Developer: Clairemont MCD, LLC Attn: Mark Allen By: (Signature) Mark Allen (Printed Name) Title: Company name: Address: 500 West 7TH Street, Suite 1220 City/State/Zip: Fort Worth, TX, 76102 March 15, 2023 Date CITY OF FORT WORTH West Square Tract Sewer Extension STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised June 16, 2016 Bond #022235978 0062 13- 1 PERFORMANCE BOND Pagel of 2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 THE STATE OF TEXAS § 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT § 6 That we, Burnsco Construction, Inc. , known as 7 "Principal" herein and Liberty Mutual Insurance Company , a corporate 8 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 9 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Clairemont 10 MCD, LLC authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 1 1 municipal corporation ("City"), in the penal sum of, ONE HUNDRED NNINTEY THREE 12 THOUSAND THREE HUNDRED TWENTY SIX Dollars ($193,326.00), lawful money of the 13 United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum 14 well and truly to be made jointly unto the Developer and the City as dual obligees, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities 19 Agreement, eF*23-ea i i 8 and CFA23-0018 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 15th day of March , 2023 , which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as West Square Tract Sewer Extension.. 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH WEST SOUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS _ CPN: 104680 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 PROVIDED FURTHER, 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 Northern District of Texas, Fort 3 Worth Division. 4 5 6 7 8 9 I[C 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 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duty authorized agents and officers on this the 15th day of March .20 23 ATTES-171 (Principal." Secretary L "P,-D Witness as to Principal PRINCIPAL: Burnsco ons uction, Inc. BY: L /gn �i ure John Burns, President Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: Sijnature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Witness as to Surety 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 Surety's physical address is different from its hailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH WESTSOUARE TRACTSEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised January 31, 2012 Bond #022235978 0062 14- 1 PAYMENTBOND Pagel of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Burnsco Construction, Inc. known as 8 "Principal" herein, and Liberty Mutual Insurance Company a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 1 I Developer, Clairemont MCD, LLC authorized to do business in Texas "(Developer"), and the 12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of ONE 13 HUNDRED NINETY THREE THOUSAND THREE HUNDRED TWENTY SIX Dollars 14 ($193,326.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into 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 GF A ^n4 4" ° ;and CFA23-0018 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 15th day of March , 20 23 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 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 WEST SQUARE TRACT SEWER 26 EXTENSION 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 15th day of 6 March 2023 , 7 8 9 10 11 12 13 14 ATTEST: (Principal) Secretary (jj",L C'e" �/) Witness as to Principal ATTEST: J�' / c (Surety) Secretary Witness as to Surety v PRINCIPAL: Burnsco Co ru tion, Inc. n i BY: Sign/re Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: _"� 'r ._ A'M Signatu e Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 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. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH YVEST SQUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised January 31, 2012 Bond #022235978 0062 19- 1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Burnsco Construction, Inc. known as "Principal" herein and 9 Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 11 are held and firmly bound unto the Developer, Clairemont MCD. LLC, authorized to do business 12 in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in 13 the sum of ONE HUNDRED NINETY THREE THOUSAND THREE HUNDRED 14 TWENTY SIX ($193,326.00), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number - ,_and CFA23-0018 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 15th day of March . 20 23 , which Contract is 24 hereby referred to and a made part hereof for all 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 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as West Square Tract and Sewer 28 Extension and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself 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 shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail 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 all 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 lie in Tarrant County, 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 successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 15th day of 3 March , 20 23 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 ATTEST. (Principal) Secretary - ('� I— _J fitness as to Principal ATTEST: PRINCIPAL: Burnsco onst ction, Inc. BY: S� nature Name and Title 6331 Southwest Blvd. Address: Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: Sigfiature Sophinie Hunter, Attorney -In -Fact Name and Title &v,,, y"-L-r,— Address: 2200 Renaissance Blvd., Suite 400 (Surety) Secret y King of Prussia, PA 19406 �\ Wrtr�ss as to Surety 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 Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104680 Revised January 31, 2012 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual© The Ohio Casualty Insurance Company Certificate No: 8205467-022020 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranck all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April 2021 . a�Po a ou ,0 Ors o JP1,( INS& y R'TF ti P� XNS pgy mac, �0 4T� o Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company J 3 1912 " 1919 m w 1991 %"�"` r "T e) d�4CHUs��.aa y°J 'YAMP`'da �s �4'DIANP .dad By: '� U ca David M. Carey, Assistant Secretary c`o State of PENNSYLVANIA E - cu _ ss N rn County of MONTGOMERY o E oOn this 23rd day of April 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance L m Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. @ — 1 IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. ; � CU in J,�/��• 'r.�s Commonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Public q T= O •— ..O_, O it OF Montgomery County ` O r t My commission expires March 28, 2625 Commission number 1126044 By: lersa C) = Pastella, Notary Public •�FJj w6YL% Member, Pennsylvania Association of Notaries10 Q O � This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3 o •E Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: 0 M Power of Attorney. ARTICLE IV -OFFICERS: Section 12C) n `o 00 cc. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the :j-3 �— a President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety m CD j C: any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall -a have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o a> Zinstruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the m provisions of this article may be revoked at any fime by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ti cL ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, — bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 15th day of March , 2023 . P� INSUDq P-IV INS& %NSUR4 hJ GpµP 01�T y� yJ 4DpPOR4r 9y \uP GD{tP0 �(C c� 1912 °y1919�o Q 1991 0 d�9sSACHUS�L`.daS1 S° R�HAMPSa� Y �NDIANP a3 By: d s�M * ��d Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Cc 02/21 TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 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 Consumer Protection (I I IAA) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httD://www.tdi.texas.Lyov E-mail: Con sumerProtection(,tdi.texas.aov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for infonnation only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 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 Consumer Protection (I I IAA) P. O. Box 149091 Austin, TX 78714-9091 FAX 4 (512) 490-1007 Web: htto://www.tdi.texas.aov E-mail: ConsumerProtection r4. ,,tdi.texas.aov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. NP70680901 LMS-15292 10/15 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 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 ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 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......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 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 0073 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. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 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 0073 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 0073 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 Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 0073 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 parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 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 of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. 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 1 I 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: none 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: none b. Each Occurrence:: none 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - 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 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 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 Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 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. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 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 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 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 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 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. ® 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. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st 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 1 Ith 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 Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 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 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 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 Representative 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 Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 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 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 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 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. 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 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 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 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 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 Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 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 Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 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 thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 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 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 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 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 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 Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 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 i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 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 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN.- 104680 Revised December 20, 2012 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN.- 104680 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] i 11QI ZI] Icy I[ON I IQ I 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN.- 104680 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 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 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or catalog 31 numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 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 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, if a reduction in cost or time results, it will 46 be documented by Change Order. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if. 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 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 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: Imo. PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 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. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 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 01 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. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] i 11QI ZI] wy I[ON I IQ I 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] 1040 IZI] wl U[am 11130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 DAP SUBMITTALS 013300-1 DAP SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 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 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 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 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 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 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 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 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August, 30, 2013 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 0135 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August, 30, 2013 0135 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.' 104680 Revised August, 30, 2013 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 0135 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates £ Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August, 30, 2013 0135 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 SUBMITTALS [NOT USED] 2 1.4 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.5 CLOSEOUT SUBMITTALS [NOT USED] 4 1.6 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.7 QUALITY ASSURANCE [NOT USED] 6 1.8 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.9 FIELD [SITE] CONDITIONS [NOT USED] 8 1.10 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] i 11QI ZI] Icy I[ON I IQ I 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— 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. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104680 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised August, 30, 2013 1 2 3 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 0135 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) C630 MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 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 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 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 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 I SECTION 0157 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 3125 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 3125 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 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 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 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 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section 0133 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 0157 13 -3 DAP 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 0133 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 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104680 Revised March 9, 2020 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104680 Revised March 9, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS SNOT USED 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 01 66 00 - 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 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 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 for 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 storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] 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 END OF SECTION 30 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 01 66 00 - 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 WEST SQUARE TRACT SEWER EXTENSION CPN.• 104680 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1. Mobilization and Demobilization 36 a. Measure 37 1) This Item will be measured by the lump sum or each as the work 38 progresses. Mobilization is calculated on the base bid only and will not be 39 paid for separately on any additive alternate items added to the Contract. 40 2) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 1) For this Item, the adjusted Contract amount will be calculated as the total 43 Contract amount less the lump sum for mobilization. Mobilization shall be 44 made in partial payments as follows: CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 a) When 1 % of the adjusted Contract amount for construction Items is 2 earned, 50% of the mobilization lump sum bid or % of the total Contract 3 amount, whichever is less, will be paid. 4 b) When 5% of the adjusted Contract amount for construction Items is 5 earned, 75% of the mobilization lump sum bid or % of the total Contract 6 amount, whichever is less, will be paid. Previous payments under the Item 7 will be deducted from this amount. 8 c) When 10% of the adjusted Contract amount for construction Items is 9 earned, 100% of the mobilization lump sum bid or % of the total Contract 10 amount, whichever is less, will be paid. Previous payments under the Item 11 will be deducted from this amount. 12 d) A bid containing a total for "Mobilization" in excess of % of total 13 contract shall be considered unbalanced and a cause for consideration 14 of rejection. 15 e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT 16 include any cost or sum for mobilization items associated with 17 water/sewer items. Those costs shall be included in the various 18 water/sewer bid Items. Otherwise the bid Items shall be considered 19 unbalanced and a cause for consideration of rejection. 20 f) The Lump Sum bid for "Mobilization — Paving" shall NOT include 21 any cost or sum for mobilization items associated with drainage items. 22 Those costs shall be included in the "Mobilization — Drainage" Lump 23 Sum bid Item. Otherwise the bid Items shall be considered unbalanced 24 and a cause for consideration of rejection. 25 g) The Lump Sum bid for "Mobilization — Drainage" shall NOT 26 include any cost or sum for mobilization items associated with paving 27 items. Those costs shall be included in the "Mobilization — Paving" 28 Lump Sum bid Item. Otherwise the bid Items shall be considered 29 unbalanced and a cause for consideration of rejection. 30 2) The work performed and materials furnished for demobilization in 31 accordance with this Item are subsidiary to the various Items bid and no 32 other compensation will be allowed. 33 34 1. Mobilization and Demobilization 35 a. Measure 36 1) This item for Water/Sewer improvements is considered subsidiary to the 37 various Items bid. 38 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 39 — Paving/Drainage" will be measured by the lump sum or each as the work 40 progresses. Mobilization is calculated on the base bid only and will not be 41 paid for separately on any additive alternate items added to the Contract. 42 3) Demobilization shall be considered subsidiary to the various bid items. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 for Water/Sewer improvements are subsidiary to the various Items bid and 46 no other compensation will be allowed. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization 2 — Paving/Drainage", the adjusted Contract amount will be calculated as the 3 total Contract amount for paving, drainage or paving/drainage 4 improvements less the lump sum for mobilization. Mobilization shall be 5 made in partial payments as follows: 6 a) When 1 % of the adjusted Contract amount for construction Items is 7 earned, 50% of the mobilization lump sum bid or % of the total paving, 8 drainage, or paving/drainage Contract amount, whichever is less, will be 9 paid. 10 b) When 5% of the adjusted Contract amount for construction Items is 11 earned, 75% of the mobilization lump sum bid or % of the total paving, 12 drainage, or paving/drainage Contract amount, whichever is less, will be 13 paid. Previous payments under the Item will be deducted from this amount. 14 c) When 10% of the adjusted Contract amount for construction Items is 15 earned, 100% of the mobilization lump sum bid or % of the total paving, 16 drainage, or paving/drainage Contract amount, whichever is less, will be 17 paid. Previous payments under the Item will be deducted from this amount. 18 d) A bid containing a total for "Mobilization" in excess of % of total 19 paving, drainage or paving/drainage contract shall be considered 20 unbalanced and a cause for consideration of rejection. 21 3) The work performed and materials furnished for demobilization in 22 accordance with this Item are subsidiary to the various Items bid and no 23 other compensation will be allowed. 24 2. Remobilization for suspension of Work as specifically required in the Contract 25 Documents 26 a. Measurement 27 1) Measurement for this Item shall be per each remobilization performed. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement' will be paid for at the unit 31 price per each "Specified Remobilization" in accordance with Contract 32 Documents. 33 c. The price shall include: 34 1) Demobilization as described in Section 1.1.A.2.a.1) 35 2) Remobilization as described in Section 1.1.A.2.a.2) 36 d. No payments will be made for standby, idle time, or lost profits associated this 37 Item. 38 3. Remobilization for suspension of Work as required by City 39 a. Measurement and Payment 40 1) This shall be submitted as a Contract Claim in accordance with Article 10 41 of Section 00 72 00. 42 2) No payments will be made for standby, idle time, or lost profits associated 43 with this Item. 44 4. Mobilizations and Demobilizations for Miscellaneous Projects 45 a. Measurement 46 1) Measurement for this Item shall be for each Mobilization and 47 Demobilization required by the Contract Documents 48 b. Payment CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 1) The Work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price per each "Work Order Mobilization" in accordance with Contract 4 Documents. Demobilization shall be considered subsidiary to mobilization 5 and shall not be paid for separately. 6 c. The price shall include: 7 1) Mobilization as described in Section 1.1.A.3.a.1) 8 2) Demobilization as described in Section LLA.3.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price per each "Work Order Emergency Mobilization" in accordance with 19 Contract Documents. Demobilization shall be considered subsidiary to 20 mobilization and shall not be paid for separately. 21 c. The price shall include 22 1) Mobilization as described in Section l.l.A.4.a) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS [NOT USED] 29 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2 - PRODUCTS [NOT USED] 37 PART 3 - EXECUTION [NOT USED] 38 END OF SECTION CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised November 22, 2016 017000-6 MOBILIZATION AND REMOBILIZATION Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 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 A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WEST SQUARE TRACT SEWER EXTENSION CPN.• 104680 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survev - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survev —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survev "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised February 14, 2018 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 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WEST SQUARE TRACT SEWER EXTENSION CPN.• 104680 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [oR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 22 23 24 25 26 27 28 29 30 31 32 33 34 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 WEST SQUARE TRACT SEWER EXTENSION CPN.• 104680 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised February 14, 2018 017423-1 DAP CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 01 74 23 - 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 Work 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 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED 32 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised March 22, 2021 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 0178 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present. 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.• 104680 Revised March 22, 2021 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 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 WEST SQUARE TRACT SEWER EXTENSION CPN.• 104680 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 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 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 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 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 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 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 01 78 23 - 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 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 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 [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 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 WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 W 23 24 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.• 104680 Revised April 7, 2014 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104680 Revised July 1, 2011 GEOTECHNICAL EXPLORATION WEST SQUARE Off Old Weatherford Boulevard and Academy Boulevard Fort Worth, Texas ALPHA Report No. W221080 July 13, 2022 Prepared for: LENNAR — LAND AND CONSTRUCTION DFW DIVISION 1707 Market Place Boulevard Irving, Texas 75063 Attention: Mr. Jesus A. Sanchez Prepared By: ALPHA #%%TESTING A Universal Engineering Sciences Company A L P H A T E S T I N G Geotechnical �\ Construction Materials Environmental A Universal Engineering Sciences Company TBPELS Firm No. 813 July 13, 2022 Lennar — Land and Construction DFW Division 1707 Market Place Boulevard Irving, Texas 75063 Attention: Mr. Jesus A. Sanchez Re: Geotechnical Exploration West Square Off Old Weatherford Boulevard and Academy Boulevard Fort Worth, Texas ALPHA Report No. W221080 5058 Brush Creek Road Tel: 817.496.5600 Fort Worth, Texas 76119 Fax: 817.496.5608 www.alphatesting.com Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Ms. Elizabeth Bentley on April 5, 2022 and performed in accordance with ALPHA Proposal No. 90331 -rev I dated April 5, 2022. Mobilization of an all -terrain drilling unit was authorized by Ms. Elizabeth Bentley on May 3, 2022 and performed in accordance with ALPHA Proposal No. 90331-1 dated May 2, 2022. In addition, based on grading plans, lots in the vicinity of Borings 16, 22, 23 and 32 will require cuts of up to 20 ft to achieve final grades and borings in these areas were deepened to depths of about 25 ft to 35 ft. This additional work was authorized by Ms. Elizabeth Bentley on June 28, 2022 and performed in accordance with ALPHA Proposal No. 90331-2 dated June 27, 2022. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of residential foundations. Recommendations for public streets and the amenity center will be provided in a separate report. ALPHA TESTING, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. F re Sincerely, .• ALPHA TESTING, LLC 0! ......BR .. IAN J. H�YT 115748 r t kk,,h � 1oNo _ ✓'7k� �p�/ �, — July 13, 2022 Karina Cohuo Brian J. Hoyt, P.E. Geotechnical Project Manager Regional Manager BJH/kc Copies: (I-PDF) Client TABLE OF CONTENTS ALPHA REPORT NO. W221080 1.0 PURPOSE AND SCOPE.................................................................................................... 1 2.0 PROJECT CHARACTERISTICS...................................................................................... 1 3.0 FIELD EXPLORATION.................................................................................................... 2 4.0 LABORATORY TESTS.................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS...................................................................... 2 6.0 DESIGN RECOMMENDATIONS.................................................................................... 3 6.1 Possible Fill............................................................................................................. 3 6.2 Slab -on -Grade Foundations.................................................................................... 3 6.2.1 Subgrade Improvement Using Moisture Conditioning in ZonesIII, IV and V..................................................................................... 5 6.2.2 Alternative Subgrade Improvement Using Low Plasticity Index(PI) Soil............................................................................................. 6 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade .................... 6 6.4 Drainage and Other Considerations........................................................................ 7 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 8 7.1 Site Preparation and Grading.................................................................................. 8 7.2 Foundation Excavations........................................................................................ 10 7.3 Fill Compaction.................................................................................................... 10 7.4 Utilities..................................................................................................................11 7.5 Groundwater......................................................................................................... 11 8.0 LIMITATIONS.................................................................................................................11 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W221080 //tt 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for the Lennar — Land and Construction DFW Division (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Information from a preliminary study performed on the site (ALPHA Report No W212167 dated August 16, 2021 was incorporated into our analysis. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to develop a residential subdivision (West Square) on a tract of land generally located on the southwest corner of Old Weatherford Road and Academy Boulevard in Fort Worth, Texas. A site plan illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site generally consisted of an open field with scattered to dense trees. No information regarding previous development on the site was provided to us. Review of grading plans prepared by Shield Engineering Group (Dated June 2022, sealed on June 21, 2022) indicates the site generally slopes down towards the southwest about 78 ft (Appx. Elev. 858 ft to Appx. Elev. 780 ft). The referenced grading plans indicate cuts of up to 20 ft and fills of up to 15 ft will be required to achieve final grade in the building pad areas. 1 ALPHA Report No. W221080 11t\ 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 76 test borings to depths of about 15 ft to 35 ft. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on the Log of Boring sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for residential foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the Kiamichi formation. The mapped interface with the Duck Creek Limestone formation is situated along the north boundary of the property and the mapped interface with the undivided Goodland Limestone and Walnut Clay formation is situated along the southern boundary of the property. These formations generally consist of limestone and marl (limey shale) overlain with residual clay soils characterized by moderate to very high shrink/swell potential. Subsurface conditions can be highly variable at or near geological interfaces as indicated on the attached boring logs. Subsurface conditions encountered in most of the borings generally consisted of clay, shaly clay and/or sandy clay to depths of about 1 ft to 27 ft below the ground surface underlain by limestone and/or shale extending to the 15 ft to 35 ft termination depths of the borings. Subsurface conditions encountered in Borings 18, 33, 41, 50, 51, 52, 60 and 64 generally consisted of clay and/or shaly clay extending to the 15 ft or 20 ft termination depths of the borings. Subsurface conditions encountered in Borings 2, 3, 6, 10, 12, 17, 21, 24, 25 and 40 generally consisted of alternating layers of clay, shaly clay, weathered limestone, limestone and/or shale extending to the 15 ft or 20 ft termination depth of the borings. Limestone was encountered at the surface in Borings 4, 11 and 23 underlain by shale in Borings 11 and 23 at depths of about 16 ft and 23 ft below the ground surface, respectively, extending to the 15 ft to 25 ft termination depths of the borings. Most of the materials encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. PJ ALPHA Report No. W221080 Groundwater was not encountered in the borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone and/or shale) interface and from fractures within the rock (limestone and/or shale), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further information concerning subsurface materials and conditions encountered can be obtained from the boring logs in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following recommendations are based on grading plans referenced in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final foundation design. Also, our office should be provided with final grading plans for the southwestern portion of the site to verify our recommendations. 6.1 Possible Fill As discussed in the referenced preliminary report, possible fill was encountered to a depth of about 6 ft below the ground surface in Boring 2. It is not known if this fill was placed under engineering supervision with compaction records. If compaction records for this fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of foundations or floor slabs due to the risk of under -compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered fill as recommended in Section 6.2 or Section 7.3 as applicable. The excavated materials may be suitable for reuse as engineered fill outside of the building pad area provided they are free of organics, boulders, rubble, and other debris. The lateral extent, depth and nature of the existing fill are not known. Test pits could be performed prior to construction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. 6.2 Slab -on -Grade Foundations Slab -on -grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade beams bearing on undisturbed cuts in native clay, on fill material placed as recommended in Section 7.3, on moisture improved soil placed as recommended in Section 6.2.1 or on limestone. Grade beams should bear a minimum depth of 12 inches below 3 ALPHA Report No. W221080 final grade and should have a minimum width of 10 inches considering the recommended bearing capacity. To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post - tensioned reinforcement). It is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I through V and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A. TABLE A Estimated Potential Seasonal Movements and Recommended Subgrade Improvement ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO MOVEMENT, INCHES REDUCE MOVEMENTS TO 4% INCHES I Up to about 41/2 II Up to 41/2' III Up to 6 IV Up to 8 V More than 8 No Improvement Required Cover with Plastic Sheetingl 4 ft Moisture Conditioning 8 ft Moisture Conditioning 10 ft Moisture Conditioning ' Plastic sheeting (6 to 8 mil thickness) should be placed immediately after grading with general fill for long-term maintenance of the moisture content of the general fill and underlying native soil. This sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. Potential movements could be about 6 to 7 inches in Zone II if plastic sheeting is not placed as recommended. Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. 4 ALPHA Report No. W221080 Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 45 or less. If the plasticity index of material used to raise the grade is higher than 45, potential movements could be higher than our estimates. Potential movements estimated for slab foundations in Zones III, IV and V (see Figure 1 for delineation of Zones) are considered outside normal design tolerances without subgrade improvement as presented in Table A. Movement of slab foundations in Zones III, IV and V could be reduced to not more than about 4%2 inches if the upper 4 ft to 10 ft of on -site soils below final grade are improved through moisture conditioning, then covered with an impermeable plastic barrier (polyethylene sheeting) following the recommendations provided in Section 6.2.1. Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed within I ft of the existing ground surface. The purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation, and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, ALPHA should be contacted for additional design recommendations. 6.2.1 Subgrade Imurovement Using Moisture Conditioning in Zones III, IV and V Estimated potential movements for slab foundations in Zones III, IV and V could be reduced to about 4'/2 inches by moisture -conditioning the upper 4 ft to 10 ft of on -site soils below final grade as recommended in Table A. Shallow limestone was encountered in several of the borings. In addition, deep cuts are planned in the northwest areas of the site where highly variable limestone depths were also encountered in the borings. Therefore, limestone could be encountered during moisture conditioning in some of the lots, particularly near zone boundaries and in areas of deep cut. In some cases, it could be required to over -excavate limestone to complete moisture conditioning. It is not required to over -excavate limestone if at least 3 ft of sufficiently hard limestone remains below final grade across the entire building pad. Test pits should be performed to evaluate the depth and nature of limestone prior to terminating moisture conditioning due to shallow limestone. ALPHA should be retained to observe the test pits. Moisture -conditioning consists of over -excavating (where necessary) and/or filling with on -site soil that is compacted at a "target" moisture content at least 5 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). The moisture -conditioned soil should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density. Moisture - conditioning with on -site soil should extend throughout the entire building pad area and at 5 ALPHA Report No. W221080 least 5 ft beyond the perimeter of the designated building pad (as indicated on the referenced project grading plans). Plastic sheeting (6 to 8 mil thickness) should be placed above the moisture -conditioned soil for long-term maintenance of the moisture content of the conditioned soil. This sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. Following completion of moisture -conditioning and placement of the plastic sheeting, estimated movements in Zones III, IV and V should not exceed about 4'/2 inches. The purpose of moisture -conditioning is to reduce the free swell of the moisture - conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify that the "target" moisture content for moisture -conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. Moisture conditioning should be observed and tested on a full time basis by a representative of ALPHA to verify the moisture conditioned clays are placed with the proper lift thickness, moisture content, and density. 6.2.2 Alternative Subarade Improvement Using Low Plasticitv Index (PI) Soil Due to the presence of shallow limestone across some areas of the site, and also areas of deep planned cuts, we expect some of the fill material generated from site grading will consist of processed limestone and/or lean clay and limestone mixtures. As an alternative to moisture conditioning with plastic sheeting, potential seasonal movements in Zones III, IV and V could be reduced to about 4'/2 inches by placing at least 4 ft to 10 ft of low PI material below final grade in lieu of moisture conditioning per Table A recommended depths. Low PI material could consist of processed limestone and/or lean clay with a plasticity index of 20 or less. 3 Plastic sheeting is not required for lots in Zone II where low PI (PI of 20 or less) fill is exclusively used to raise the grade. 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade Table B contains information for design of the post -tensioned, slab -on -grade foundations. Design parameters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). 6 ALPHA Report No. W221080 TABLE B PTI Design Parameters Potential Seasonal Movement = 4V2 inches in Zone I and after Improvement as discussed in Section 6.2 in Zones II through V Edge Lift Center Lift Edge Moisture Distance (em), ft 4.3 9.0 Differential Soil Movement (ym), inches 2.2 (swell) 1.6 (Shrink) 6.4 Drainage and Other Considerations #Nt Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems. • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 ft from the completed structures. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. • The root systems from existing or recently removed trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with at -grade slabs (including but not limited to foundations, driveways, porches, patios, and sidewalks) should be removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should ALPHA Report No. W221080 //tt be backfilled with engineered fill as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structure. 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Limestone was encountered at the surface in Borings 4, 10, 11 and 23 and within 4 ft of the ground surface in several of the borings. We expect limestone will encountered during grading and general excavation at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. Possible fill was encountered to a depth of about 6 ft below the ground surface in Boring 2 drilled for the referenced preliminary report. Limestone was encountered within the possible fill. Existing fill materials can also contain organics, boulders, rubble, and other debris which could be encountered during site grading and general excavation. The earthwork and excavation contracts should contain provision for removal of unsuitable materials in the existing fill. Test pit excavations performed prior to construction can be used to evaluate the depth, extent and composition of existing fill at this site. ALPHA would be pleased to provide this service if desired. All areas supporting slab foundations, flatwork or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. 8 ALPHA Report No. W221080 • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well -compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 9 ALPHA Report No. W221080 11tX 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Piers should be excavated and concrete placed the same day. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Compaction Compaction recommendations provided below pertain to general fill. Moisture conditioned soil should be placed in accordance with Section 6.2. Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clay soils used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. 10 ALPHA Report No. W221080 Compaction should be accomplished by placing fill in about compacting each lift to at least the specified minimum dry densi content tests should be performed on each lift. 7.4 Utilities ty 8-inch thick loose lifts and . Field density and moisture Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was not encountered in the borings. However, from our experience, shallow groundwater seepage could be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. 11 ALPHA Report No. W221080 ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No parry other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third parry using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 12 #t\ APPENDIX ALPHA Report No. W221080 11t\ A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 76 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. Texas Department of Transportation Texas Cone Penetration (TCP) tests were completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3- inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method TEX 132-E). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. OLD WEATHERFOR_D ROAD Z — .gl4fs �Lp� 551 TT . B-3 B�4 ` B-5 B-6 nAG� I. I.' I MIy'i?�pypyt9� �I + III acvr�4r,�-Kt _ P-2 cRR oz�'aaa� r��i8.c-i _ r 3-8 T B 9 B-lU B-11 V n B>t!M-Y4 B 15B 16B-17_ I I III; E IV I I B-19 •-� I- - I' 3 �44 V B-2, -2 B-2 ARNIN I:I E519TGASdP-3P 4V MS L _I III E LIN II I I Iv B-32 1 5I A �O�O)VE G DINi; f J = - - _ — lII I I ♦B g9k :,.. L O B-33 B-34 B-35 4k - - - - iP S.S.E. !:- _) ♦ �.� �. '� p x li III LL V t IVAll :. _- w B-44 B4 B 42 B-46. - = B-5 B B 43 ,�j5 B-�U L� 1 p B 52 sr B-53 B 54 B 55 :: P 8 J B '- V:- V V B IV ° -' w aI I a w [ �I n�NP n; IV Stu {— T�ako III,_I. P-7 ' f F_. = -II IV P-9 , °'•° _ ,� �,; _ B 63 B-64 B-65 - - tip, U I IV s _ I �s B-73 ,.. - B7 -' B-69 B-70� JB f71 B-72,� NORn Wr- ier-- I E-W ROO U NORTHVIEW ROAD - - GEOTECHNICAL EXPLORATION WEST SQUARE OFF OLD WEATHERFORD ROAD AND ACADEMY BOULEVARD FORT WORTH, TEXAS ALPHA PROJECT NO. W221080 ALOHA'kTEST ING. INHERE IT ALL BEGINS FIGURE I BORING LOCATION PLAN APPROXIMATE PRELIMINARY BORING LOCATION (W212167) APPROXIMATE BORING LOCATION I ZONE I MZONE III ZONE II ZONE IV ZONE V IT ALPHA Report No. W221080 11tX B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), percent material passing the No. 200 sieve tests (ASTM D 1140) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of the laboratory tests described above are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the attached Log of Boring sheets. ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/28/2021 End Date: 7/28/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments j Tan and Gray CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams _10_ _15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a);= _ x o E E o �' N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 1 4.5+ 14 4.5+ 11 42 16 26 4.0 5.0 4.5 15 40 16 24 100/ 0.75" 9.0 100/ 0..7575 " 100/ 0.75" 100/ 20.0 , 0.75" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/27/2021 End Date: 7/27/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter NFAfter Hours (ft): O MATERIAL DESCRIPTION Tan WEATHERED LIMESTONE with clay seams and layers - possible fill _5_ j Tan and Gray SHALY CLAY — -with calcareous deposits 6 ft to 8 ft 10 15 TEST BORING TERMINATED AT 15 FT 20 15.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a);= _ x o E E o N� >a E�N OC Jo� J y a oW oo .Soza pw� Z �a a- a 100/ 9.5" 77 4.5+ 21 4.0 22 67 26 41 1.7 4.5+ 16 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/28/2021 End Date: 7/28/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark j Brown CLAY with limestone fragments Light Brown CLAY with calcareous deposits and limestone fragments _5 Tan LIMESTONE with clay seams and layers 9ZA Brown and Gray SHALY CLAY 10 Tan LIMESTONE with clay seams and layers _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a);= _ x o E E o �' N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 1 4.5+ 10 44 17 27 2.0 5.0 a 8.0 12.0 100/ 0.75" 16.0 100/ 20.0 L 0.5" 2.0 25 57 19 38 4.25 26 72 23 49 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Client: Lennar Homes of Texas Location: Fort Worth, Texas Project: 91.437 Acre Tract Surface Elevation: Start Date: 7/28/2021 End Date: 7/28/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 170 / 24 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E C c ZAfter Drilling (f): DRY �o 3 0 o oo 5 7(f) a o e , v - a 3 cn o o MATERIAL DESCRIPTION jBrown CLAY with limestone fragments — 4.5+ 16 4.0 19 62 20 42 _ 3.0 Tan WEATHERED LIMESTONE with clay seams and layers 5 , 50 — — , 34 _ 8.0 Gray LIMESTONE with shale seams 100/ — 10 , 0.5" 100/ 15 15.0 , 0.75" TEST BORING TERMINATED AT 15 FT 20 ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 5Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Client: Lennar Homes of Texas Location: Fort Worth, Texas Project: 91.437 Acre Tract Surface Elevation: Start Date: 7/28/2021 End Date: 7/28/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments j Tan and Gray SHALY CLAY with calcareous 5 deposits and limestone fragments 10 15 20 TEST BORING TERMINATED AT 20 FT 4.0 20.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a) ;= _ x E E o 2 N� 00 0o 0E tea) N m� w � C o J o J � y 0 a ow oz a° o .S c a� p�� U n .5 3 (n � x� o� c a Z J a �a a- a 4.5+ 24 4.5+ 8 4.5+ 21 71 23 48 6.3 4.5+ 12 4.5+ 16 4.5+ 16 59 20 39 4.5+ 19 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 7 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/28/2021 End Date: 7/28/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with calcareous deposits and limestone fragments _5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a);= _ x o E E o >� NC 3 Y E 6Lc N��a OC Jo� J y oW oo .Soza a pw� Z �a a- a 1 4.5+ 14 4.5+ 15 66 23 43 5.0 100/ 4.5+ 9 1.5" 12.0 100/ 0.75" 100/ 0.75" 100/ 20.0 L 0.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/28/2021 End Date: 7/28/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Tan CALCAREOUS CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 4.0 7.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a);= _ x o E E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 1 4.5+ 24 12" 100/ 15.0 , 0.75" 4.5+ 13 59 20 39 4.5+ 12 45 16 29 4.5+ 12 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 9 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W212167 www.alphatesting.com Lennar Homes of Texas Location: Fort Worth, Texas 91.437 Acre Tract Surface Elevation: 7/28/2021 End Date: 7/28/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan CALCAREOUS CLAY — jTan and Gray SHALY CLAY with calcareous 5 deposits 10 15 Gray SHALY CLAY 20 TEST BORING TERMINATED AT 20 FT 2.0 4.0 16.0 20.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a) ;= _ x E E o 2 N� 00 0o 0E tea) N m� w � C o J o J � y 0 a ow oz a° o .S c a� p�� U n .5 3 (n � x� o� c a Z J a �a a- a 1 4.5+ 20 46 22 24 32 4.5+ 11 4.5+ 19 4.5+ 20 71 23 48 5.7 4.5+ 16 4.5+ 21 5058 Brush Creek Rd. BORING NO.: 1 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY F Tan and Gray SHALY CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with clay seams and layers 20 TEST BORING TERMINATED AT 20 FT 25 30 35 2.0 8.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x > `o C) o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z � a a a 3.5 3.2 106 21 49 18 31 3.75 19 4.5+ 17 4.5+ 83 16 57 19 38 50/ 5.25" 14.0 100/ 3" 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 2 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION j Dark Brown CLAY with gravel and calcareous nodules 5 Tan WEATHERED LIMESTONE with clay seams and layers 10 Tan and Gray SHALY CLAY with limestone fragments 001 _15 , TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 d o.S E a) t _ x o 0t6 c' E E c o >apoC JoNallo�waa o°o .SozaJ y CU X c ca ° .E m � a Ha Z a 3.5 23 4.5+ 17 67 23 44 4.0 100/ 12 57 20 37 6" 50/ 11.0 4.75" 4.5+ 21 15.0 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/25/2022 End Date: 4/25/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION j Dark Brown CLAY with calcareous nodules and fragments Tan LIMESTONE with clay seams and layers 5 — Tan CLAY with calcareous deposits 10 -� jTan and Gray SHALY CLAY with calcareous deposits and limestone fragments 15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 BORING NO.: 3 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 o.S d E o t o x o E _ E o 3 Y 0sc N�)a J-ON >� o E oo OC N3 .Sozao a � a J ax� (n � a Z a a- � 4.5+ 17 2.0 100/ 6.25" 100/ 4.50" 6.0 4.5+ 13 41 16 25 4.0 12 12.0 4.5+ 72 19 61 21 40 1.1 4.5+ 20 20.0 5058 Brush Creek Rd. BORING NO.: 4 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Tan FRACTURED LIMESTONE 10 15 20 25 30 35 Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p (n x o� o a Z J rl H a a_ 100/ 5" 10.0 100/ 5058 Brush Creek Rd. BORING NO.: 55 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _j Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray SHALE with clay seams and layers _15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p CU x o� o a Z J a_(n H a a - 3 2.0 1 100/ 6.25" 100/ 3.75" 100/ 2.25" 13.0 100/ 3" 20.0 100/ 4.5+ 4 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/20/2022 End Date: 4/20/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan FRACTURED LIMESTONE Tan WEATHERED LIMESTONE with clay seams and layers _5 Tan LIMESTONE _10_ Tan and Gray SHALY CLAY j 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 6 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 -6 .S 2 6 E o f 0 _ x o E E o N� >� 3 O Y E U f= 0s a> Coo� w U C O J -O J .V y N a ow oz ao o .S c o p�� U 5 x o� o a J rl (n H a Z a_ 1.0 4.5+ 10 2.0 100/ ,2.75", 5.0 ` 100/ �!6tM 100/ 5" 4.5+ 15 40 17 23 5058 Brush Creek Rd. BORING NO.: 7 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/26/2022 End Date: 4/26/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with calcareous nodules and sand seems at 4' 5 Tan LIMESTONE with tan clay layers from 7' to 9' 10 Gray LIMESTONE 15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z � a a a 2.0 4.0 50/ 5.50" 100/ 1" 12.0 100/ 1" 20.0 100/ 1.5E 4.0 23 4.5+ 5.9 64 127 11 48 12 36 5.6 5058 Brush Creek Rd. BORING NO.: 8 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan and Gray SHALY CLAY with sand, limestone fragments and calcareous deposits 5 Tan WEATHERED LIMESTONE with clay seams and layers 10 —::4 Tan LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p (n x o� o a Z J rl H a a_ 3.25 1.9 87 20 62 19 43 2.0 3.5 16 4.5+ 5 6.0 50/ 5" 10.0 58 15.0 100/ 5058 Brush Creek Rd. BORING NO.: 9 ALPHA , TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with calcareous depsosits Tan and Gray SHALY CLAY with calcareous deposits 5 Tan WEATHERED LIMESTONE with clay seams and layers 10 15_ Gray LIMESTONE with shale seams and layers 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z � a a a 2.0 4.0 44 46 100/ 7" 17.0 20.0 100/ 2.5E 4.5+ 15 4.5+ 11 41 16 25 3.3 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/22/2022 End Date: 4/22/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan FRACTURED LIMESTONE with clay seams and layers 5 Tan and Gray SHALY CLAY with calcareous % deposits limestone fragments at 8' 10 Tan WEATHERED LIMESTONE with clay seams and layers 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 10 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 -6 .S 2 6 E o f 0 _ x o E E o �' N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 � a a Z a 100/ 10.50' 4.0 4.5+ 20 4.5+ 16 54 19 35 4.0 4.25 10 12.0 15.0 100/ 7.50 5058 Brush Creek Rd. BORING NO.: 11 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Tan LIMESTONE _10 with clay seams and layers 15_ Gray SHALE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d 100/ 5.50" 100/ 1.75" 100/ 3" 100/ 10.50' 16.0 20.0 100/ 2.2 K 5058 Brush Creek Rd. BORING NO.: 12 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/20/2022 End Date: 4/20/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY Tan CALCAREOUS CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers Tan and Gray SHALY CLAY with calcareous deposits 10 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a . 4.5+ 3.2 115 12 48 20 28 2.0 4.5+ 9 40 16 24 4.0 100/ 0.75" 8.0 4.5+ 21 4.5+ 12 15.0 5058 Brush Creek Rd. BORING NO.: 13 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 10—= S T- 15_= Z S 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >D 3 Y O 6Lc N�)wa OC J0O . _Na o °O .Soza a p 3 (n x 0 O OUP 0 0 Z J d O Ha d 4.5+ 18 4.5+ 14 58 18 40 2.9 5.0 4.5+ 12 51 17 34 3.6 100/ 4.50" 100/ 1" 12.0 100/ 0.75" 20.0 100/ 0.75", 5058 Brush Creek Rd. BORING NO.: 14 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION — l Dark Brown CLAY with limestone fragments at 2 - — F Tan CLAY with sand 5 Tan and Gray SHALY CLAY with limestone seams — — and layers and calcareous deposits 10 i Tan LIMESTONE with clay seams and layers 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 2.0 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x `o U D E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 �a a- Z a 4.5+ 14 47 15 32 4.5+ 72 8 4.5+ 11 4.5 24 75 25 50 6.5 4.5+ 16 15.0 100/ 1.50" 5058 Brush Creek Rd. BORING NO.: 15 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with calcareous deposits and limestone fragments 5 / Tan and Gray SHALY CLAY with calcareous deposits 10 15 Tan and Gray SHALY CLAY with limestone layers Tan and Gray LIMESTONE with clay seams and layers _ 20 TEST BORING TERMINATE AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Ha Z d 4.5+ 18 4.5+ 14 4.5+ 13.2 122 10 6.0 4.5+ 9 51 18 33 6.0 4.5+ 14 15.0 18.0 20.0 hhh, 100/ 0.25 4.5+ 14 5058 Brush Creek Rd. BORING NO.: 16 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments _ 2.0 Tan and Gray SHALY CLAY with limestone fragments and calcareous deposits _5 _10 15 15.0 Tan LIMESTONE with clay seams and layers 16.0 Tan and Gray SHALY CLAY 20 _25 _ 27.0 Gray SHALE with limestone seams _30 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� 0C1 0o 0E tea) N m� w C o J o J y 0 a ow oz a° o .S c 1E a)0— a� U 5 in .5 3 (n CD 0 x� oU o a Z C J a Ha a- 1.7 107 12 3.5 4.0 4.5 4.5 4.5+ 100/ 4.75" 4.5+ 100/ 3" 35 35.0 100/ TEST BORING TERMINATED AT 35 FT 13 14 if 13 39 18 21 3.7 15 15 5.3 5058 Brush Creek Rd. BORING NO.: 17 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY Tan WEATHERED LIMESTONE with clay seams and layers _5 _10_ Tan and Gray SHALY CLAY _15 Gray LIMESTONE 20 _ TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 1.0 5 100/ 9.50" 100/ 4" 100/ 6" 11.0 4.5+ 14 50 19 31 1.7 17.0 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 18 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/20/2022 End Date: 4/20/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan CALCAREOUS CLAY with limestone fragments Tan and Gray SHALY CLAY with calcareous deposits _5 _10 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 100/ 6.50" 2.0 4.5+ 6 4.25 81 13 49 17 32 3.25 10 4.5+ 8 15.0 4.5+ 11 5058 Brush Creek Rd. BORING NO.: 19 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/9/2022 End Date: 5/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY with limestone fragments and calcareous _ _j deposits _5 Tan and Gray SHALY CLAY with limestone lenses and calcareous deposits 10 Tan LIMESTONE _15_ Gray LIMESTONE 20— TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 4.25 19 55 20 35 5.0 10.0 100/ 1.50" 18.0 20.0 kL— 100/ A.75", 4.5+ 15 50 18 32 2.0 4.5+ 15 4.25 24 5058 Brush Creek Rd. BORING NO.: 20 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE _10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d - 3 2.0 1 50/ 4" 100/ 2.75" 10.0 100/ 0.50", 15.0 100/ ,0.75", 3.75 18 53 20 33 5058 Brush Creek Rd. BORING NO.: 21 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous deposits 5 Tan LIMESTONE with clay seams and layers 10 Dark Gray SHALY CLAY with sand seams and layers 15� Gray SHALE with limestone seams and layers 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 3.25 16 3.25 19 54 17 37 0.5 4.0 71 10 100/ 11.0 1.50" 3.5 15 43 17 26 16.0 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 22 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and _j calcareous deposits _ 2.0 Tan and Gray SHALY CLAY with limestone fragments and calcareous deposits 5 10 15 20 25 _ 27.0 Gray SHALE with limestone seams _30 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o >�a N��wa OC JoN1 a o oo .Soza p 3 Z Ha d � 4.0 2.7 93 21 63 21 42 4.5+ 18 4.5+ 11 4.5+ 9 4.5+ 12 100/ 3.25" 35 35.0 100/ TEST BORING TERMINATED AT 35 FT 4.5+ 15 7.2 4.5+ 16 4.8 5058 Brush Creek Rd. BORING NO.: 23 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Tan LIMESTONE clay seams and layers 10 clay seams and layers 15_ 20 Gray SHALE with limestone seams _25 TEST BORING TERMINATED AT 25 FT 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha o_ 100/ 4.75" 100/ 1.50" 50/ 5" 100/ 1.50" 100/ 4" 23.0 25.0 11111h, 100/ 3.5" /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/20/2022 End Date: 4/20/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan FRACTURED LIMESTONE Tan CALCAREOUS CLAY —5 Tan LIMESTONE _10_ Tan and Gray SHALY CLAY with calcareous deposits 15 / TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 24 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 -6 .S 2 6 E o f 0 _ x o E E o N� >� O U f= a> Coo� w U C O J -O J .V y N a o� oz ao o .S c a� p�� U n .� 3 Z � a a a 1 0 4.25 11 3.0 75 4.5+ 5 65 11 7.0 100/ 2.50" 12.0 4.5+ 77 11 45 17 28 0.5 15.0 5058 Brush Creek Rd. BORING NO.: 25 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 5 10 15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/9/2022 End Date: 5/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments and calcareous deposits Tan CALCAREOUS CLAY with limestone fragments Tan LIMESTONE Tan and Gray SHALY CLAY with limestone seams and layers Gray LIMESTONE with shale seams and layers TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a Nc)waa C aN N o °o .Soza p Ha Z d 4.0 16 2.25 26 4.0 4.5+ 7 39 17 22 5.0 6.0 - 3.0 26 54 21 33 1.1 3.0 26 100/ 1.25" 18.0 20.0 kL- 100/ 1.5E 5058 Brush Creek Rd. BORING NO.: 26 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 _5� _ J _ J 10� 15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan and Gray SHALY CLAY with limestone seams and layers and calcareous deposits and nodules Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >�a Nc)waa C aN o °o .Soza p Ha Z d 4.5+ 24 2.0 3.0 20 3.0 2.1 97 24 62 23 39 77 11 11.0 15.0 100/ ,0.2E 5058 Brush Creek Rd. BORING NO.: 27 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/11/2022 End Date: 5/11/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules Brown CALCAREOUS CLAY Tan LIMESTONE _5 10 Gray LIMESTONE 15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) a� 0— U 5 in .5 3 CD 0 �a a- Z a 4.5+ 19 60 21 39 2.0 3.0 4.5+ 11 100/ 0.501, 100/ 0.75" 12.0 100/ 0.25" 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 28 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/11/2022 End Date: 5/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with calcareous deposits 5 limestone fragments Tan LIMESTONE 10 Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CU CD Z Ha d 3.75 2.8 96 22 60 22 38 4.25 21 62 23 39 0.1 4.0 100/ 0.75" 100/ 2.50" 12.0 15.0 100/ 5058 Brush Creek Rd. BORING NO.: 29 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE _5 _10_ clay layer 15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d 1.0 4.25 20 100/ 3.25" 100/ 1.50" 100/ 1.50" 100/ 5.50" 17.0 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 30 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 5 10 15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/25/2022 End Date: 4/25/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous nodules and sand Tan LIMESTONE with clay seams and layers Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a Nc)waa C aN o °o .Soza p Z Ha d � 2.75 23 2.0 4.25 4.5 109 16 61 20 41 4.0 74 9 100/ 5" 11.0 15.0 100/ 5058 Brush Creek Rd. BORING NO.: 31 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _j Dark Brown CLAY Tan CLAY with calcareous deposits and sand F Tan Gray CALCAREOUS CLAY 5 and with sand Tan LIMESTONE with clay layers at 6'-8' Tan WEATHERED LIMESTONE with clay seams and layers _10 _15_ 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 2.75 24 59 21 38 2.0 4.5+ 15 39 20 19 0.0 4.0 5.0 4.5+ 8 100/ 7.75" 8.0 100/ 8.75" 100/ 5" 20.0 1000/ 5058 Brush Creek Rd. BORING NO.: 32 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/22/2022 End Date: 4/22/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with calcareous deposits _ 2.0 Tan CALCAREOUS CLAY with limestone fragments at5' — 5� 6.0 Tan and Gray SHALY CLAY with limestone fragments Y 9 — —� / and calcareous deposits 10 _15 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) o 0— U 5 in .5 3 CD Z �a a- a 4.5+ 14 4.5+ 6 38 16 22 2.5 4.5+ 7 4.5+ 9 4.5+ 14 20 20.0 Gray SHALE with limestone seams , _25 30 100/ 3.5" 100/ 2.25 100/ 1.75" _35 35.0 100/ TEST BORING TERMINATE AT 35 FT 4.5+ 24 2.9 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 5/9/2022 End Date: 5/9/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION EX Brown CLAY with calcareous deposits 5 Tan CALCAREOUS CLAY with limestone fragments Tan CLAY with limestone fragments and calcareous — deposits Tan and Gray SHALY CLAY with limestone seams 10 and layers and calcareous deposits _ 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 33 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 o.S d E o t o _ x o E E o >� 3 Y E 0sc N�)a OC J-ON N3 o oo .Sozao a (n � a Z J ax� � a a- � a 4.5+ 12 48 19 29 4.5+ 11 4.0 4.5+ 6 6.0 4.5+ 10 43 17 26 8.0 4.5+ 26 3.75 28 15.0 5058 Brush Creek Rd. BORING NO.: 34 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 _5� _ J _ J 10� _15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules Tan and Gray SHALY CLAY with calcareous deposits and limestone fragments Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 20 FT 2.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >D 3 Y O 6Lc N�)wa OC J0O . _Na o °O .Soza a p 3 (n x 0 O OUP 0 0 Z J a_O Ha d - 3 100/ 3" 100/ 0.75" 18.0 20.0 100/ 0.5E 4.0 24 3.25 17 56 19 37 1.3 3.25 26 5058 Brush Creek Rd. BORING NO.: 35 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/12/2022 End Date: 5/12/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments at _j 2' Tan CALCAREOUS CLAY with limestone fragments 5 Tan LIMESTONE 10 Gray LIMESTONE with shale at 15' 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) a� 0— U 5 in .5 3 CD 0 �a a- Z a 4.5+ 20 2.0 4.5+ 13 39 17 22 4.0 100/ 0.25" 100/ 1" 11.0 15.0 100/ 1.25", 5058 Brush Creek Rd. BORING NO.: 36 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/27/2022 End Date: 4/27/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _ _j Dark Brown CLAY Brown CLAY with calcareous nodules Tan LIMESTONE with clay seams and layers at 12'-13' _5 10 _15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d - 3 4.0 2.0 3.0 4.5+ 100/ 5" 100/ 3.75" 15.0 100/ 6" 24 16 63 21 42 5.3 5058 Brush Creek Rd. BORING NO.: 37 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/28/2022 End Date: 4/28/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION j Dark Brown CLAY with gravel and calcareous nodules 5 Tan LIMESTONE 10 15_ Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a)0— a� U 5 in .5 3 (n CU CD 0 x� o� o a Z m J a Ha d 3.5 25 4.5+ 18 59 22 37 5.3 4.0 100. 100/ 3" 100/ 1.25" 16.0 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 38 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/28/2022 End Date: 4/28/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan CLAY with calcareous deposits and nodules 5 Tan LIMESTONE with sand and shale seams and layers at 8'-10' 10 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t E _ E x N� N w C J J o y a > C3 ow N o oz U E a° o a� a) .S c 1E a) m o a� 0— o o U 5 in 0 .5 3 CD 0 Z �a a- a 4.0 2.8 105 19 4.5+ 4.0 100/ 6.75" 100/ 1.25" 15.0 100/ ,2.50", 15 44 19 25 4.9 5058 Brush Creek Rd. BORING NO.: 39 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments at 2- Tan and Gray SHALY CLAY with calcareous deposits and limestone fragments 5 10 15 Gray LIMESTONE with shale seams and layers 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 d o.S E a)t _ x o 0t6 c' E E c o N� N w C J J y a o� oz 000 .S c a� p�� U n .� 3 CU X c ca c° .E m a Ha Z a 4.5+ 16 2.0 4.5+ 10 18.0 20.0 140/ 4.5+ 8 4.5+ 14 41 17 24 3.7 4.5+ 11 4.5+ 18 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/21/2022 End Date: 4/21/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous nodules Tan and Gray CLAY with calcareous deposits _5� Tan LIMESTONE with clay seams and layers 10 j Tan and Gray SHALY CLAY with limestone layers at 14' _15 , TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 40 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 d o -o .S 2 E o f _ X o 0t6 c' E E c o N� 3 Y E 0s N w C J J y a o� oz 000 .S c o p�� cn X c ca ° .E m a H a aZ a 4.25 17 2.0 4.5+ 88 9 39 16 23 4.5+ 16 6.0 100/ 2.50" 100/ 6" 11.0 4.5+ 76 21 74 26 48 15.0 5058 Brush Creek Rd. BORING NO.: 41 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 4/20/2022 End Date: 4/20/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with calcareous deposits 5 Tan and Gray CLAY with calcareous deposits Tan CALCAREOUS CLAY 10, Tan and Gray SHALY CLAY _15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 2.0 4.0 6.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d - 3 4.5+ 26 4.5+ 10 46 23 23 4.5+ 6 25 12 13 0.5 4.5+ 11 4.5+ 8 4.5+ 17 4.5+ 18 20.0 5058 Brush Creek Rd. BORING NO.: 42 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/9/2022 End Date: 5/9/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _ _j Brown CLAY with calcareous deposits 5 Tan and Gray SHALY CLAY with calcareous — — deposits and sand Tan LIMESTONE with clay seams and layers _10_ 15 Dark Gray SHALE with limestone seams and — layers 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 4.5+ 16 4.5+ 13 4.0 4.5+ 19 7.0 4.5+ 16 60 22 38 8.6 100/ 3" 15.0 100/ 20.0 100/ 0.50", 5058 Brush Creek Rd. BORING NO.: 43 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan and Gray SHALY CLAY with limestone seams and layers, calcareous deposits 5 10 Tan LIMESTONE Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) a� 0— U 5 in .5 3 CU CD 0 Z Ha d 4.25 2.6 108 18 52 20 32 2.0 100/ 6" 11.0 13.5 15.0 � 100/ ,0.50", 4.5+ 14 4.5+ 11 5058 Brush Creek Rd. BORING NO.: 44 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/12/2022 End Date: 5/12/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 _10 Gray LIMESTONE with shale seams and layers 15 20_ TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d 1.0 0 4.5+ 14 51 16 35 100/ 1.25" 100/ 1.25" 12.0 100/ 0.75" 20.0 100/ 0.5E 5058 Brush Creek Rd. BORING NO.: 45 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 V�41001 /00,0 _5� _10 15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/11/2022 End Date: 5/11/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and calcareous nodules Tan LIMESTONE with clay seams and layers Tan LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >�a Nc)waa C aN o °o .Soza p Z Ha d 4.5 19 4.25 22 4.5+ 14 63 19 44 M 10.0 hL-- 100/ 2.75", 15.0 100/ 1" 5058 Brush Creek Rd. BORING NO.: 46 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 10 —15— 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules - limestone fragments at 2' Tan LIMESTONE with clay seams and layers at 6'-8' Gray LIMESTONE TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a Nc)waa C aN o °o .Soza p Z Ha d - 3 2.0 1 100/ 4" 100/ 4" 100/ 3.25" 100/ 0.75" 17.0 20.0 100/ 1.2E 4.25 ig 5058 Brush Creek Rd. BORING NO.: 47 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Dark Brown CLAY with calcareous deposits and limestone fragments at 2' Tan LIMESTONE _5_ 10 Gray LIMESTONE _15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a)0— a� U 5 in .5 3 (n 0 xCD 0 o� o o Z J a m �a a- a 2.0 1 100/ 4.50" 100/ 1.75" 9.0 100/ 0.50" 15.0 100/ ,0.50", 4.0 17 46 21 25 5058 Brush Creek Rd. BORING NO.: 48 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/28/2022 End Date: 4/28/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _j Dark Brown CLAY Brown CLAY with calcareous deposits — / _5 Tan WEATHERED LIMESTONE with clay seams and layers _10_ 15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 4.5 20 2.0 4.5+ 11 49 20 29 5.5 5.0 4.5+ 16 100/ 9.50" 78 100/ 8" 20.0 100/ 2.2E 5058 Brush Creek Rd. BORING NO.: 49 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous deposits Tan CLAY with calcareous deposits and limestone fragments _5 _10 Tan LIMESTONE with clay seams and layers 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 �a a- Z a 4.5+ 13 2.0 4.5+ 7 4.5+ 79 10 48 19 29 6.0 4.5+ 12 4.5+ 18 11.0 15.0 100/ 6" 5058 Brush Creek Rd. BORING NO.: 50 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 4/21/2022 End Date: 4/21/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan and Brown CLAY with sand seems and layers and calcareous deposits and nodules _5 Tan and Gray SHALY CLAY with calcareous / deposits and sand seems and layers 10 15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 2.0 .N 1841111 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz 0 ao o .S c 1E a)0— a� U 5 in .5 3 (n 0 a xCD o� o o Z J a m �a a- a 4.5+ 16 4.5+ 12 41 17 24 4.5+ 11 4.5+ 10 4.5+ 13 4.5+ 12 4.5+ 18 5058 Brush Creek Rd. BORING NO.: 51 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 4/21/2022 End Date: 4/21/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY — 5 Tan and Gray SHALY CLAY with calcareous nodules and deposits 1015 TEST BORING TERMINATED AT 15 FT 20 25 30 35 4.0 15.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 4.25 3.3 91 28 73 25 48 4.5 24 4.5+ 10 4.5+ 10 4.5+ 12 37 17 20 1.1 4.5+ 19 5058 Brush Creek Rd. BORING NO.: 52 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 Of 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/9/2022 End Date: 5/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous nodules and sand Tan CLAY with calcareous deposits and sand Tan and Gray SHALY CLAY with limestone seams Gray SHALY CLAY TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >D 3 Y O 6Lc N�)wa OC J0O Na o °O .Soza a p 3 (n x 0 O OUP 0 0 J d O Ha Z d 4.0 21 57 21 36 2.0 3.0 3.25 21 5.0 4.5+ 15 100/ 3.50" 13.0 4.0 22 63 22 41 0.3 15.0 5058 Brush Creek Rd. BORING NO.: 53 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with calcareous deposits _ 2.0 Tan and Gray SHALY CLAY with limestone seams and layers and calcareous deposits or Tan LIMESTONE 10 15 Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 6.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a);= _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Ha Z d 3.75 22 4.25 11 2.25 29 79 33 46 0.5 100/ 1.25" 15.0 100/ 20.0 100/ 0.5E 5058 Brush Creek Rd. BORING NO.: 54 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 5 _—T _—T 10-1 15 —T Of 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/12/2022 End Date: 5/12/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and calcareous deposits Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= E _ E x Nc)waa C o >�a o °o .Soza p aN Ha Z d 1.0/� 100/ 0.25" 100/ 1.25" 12.0 15.0 100/ ,0. E 5058 Brush Creek Rd. BORING NO.: rJ55 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 V�41001 /00,0 —5� 10 15 20 —# 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/11/2022 End Date: 5/11/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous deposits and limestone fragments Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >D 3 Y O 6Lc N�)wa OC J0O . _Na o °O .Soza a p 3 (n x 0 O OUP 0 0 Z J a_O Ha d - 3 4.5 ig 4.5+ 2.5 101 21 66 22 44 0.0 4.5+ 15 6.0 100/ 2.25" 100/ 1" 20.0 100/ 0.50", 5058 Brush Creek Rd. BORING NO.: 56 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with calcareous nodules 5 Tan LIMESTONE 10 15 Gray LIMESTONE —� TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 3.75 2.7 98 23 51 20 31 2.0 4.5+ 4.0 100. 100/ 1.50" 13.0 15.0 L- 100/ ,1.2E 15 43 18 25 0.7 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/29/2022 End Date: 4/29/2022 Drilling Method: CONTINUOUS FLIGHT AUGER BORING NO.: 57 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> t _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E C c ZAfter Drilling (ft): DRY �o 'ocw 3 0 o a, a v 5 After_ Hours (ft): a @ o� v - - ao rj �, a T 3 cn o o o MATERIAL DESCRIPTION Brown CLAY with limestone fragments and calcareous 4.5+ 12 — nodules 1.0/, 100/ — — Tan LIMESTONE 2 75" _ I 9.0 _10_ Grau LIMESTONE , 15 , 100/ 1.50" 100/ 0.50" 20 20.0 6,-- 100/ TEST BORING TERMINATED AT 20 FT 0.75 25 30 35 5058 Brush Creek Rd. BORING NO.: 58 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/28/2022 End Date: 4/28/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with calcarous nodules Brown CLAY with calcareous nodules 5 Tan and Gray SHALY CLAY with calcareous — — deposits Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Ha Z d 3.75 21 2.0 4.5+ 15 57 18 39 6.3 4.0 4.5+ 13 4.5+ 15 8.0 100/ 2.75" 15.0 5 / 5058 Brush Creek Rd. BORING NO.: 59 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION — Dark Brown CLAY with limestone fragments Tan and Gray SHALY CLAY with calcareous —F deposits 5 10 Tan LIMESTONE with clay seams and layers 15 Gray LIMESTONE 20_ — — TEST BORING TERMINATED AT 20 FT 25 30 35 2.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x `o U D E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 4.5+ 16 39 19 20 4.5+ 15 4.5+ 12 50 21 29 5.1 4.5+ 10 10.0 = 5058 Brush Creek Rd. BORING NO.: 60 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION EX Brown CLAY with calcareous nodules 5 , Tan CALCAREOUS CLAY Tan and GraySHALY CLAY with calcareous / 10 deposits and sand 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 4.0 8.0 15.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 4.5+ 17 4.5+ 13 35 17 18 3.9 4.5+ 9 4.5+ 12 46 16 30 13 iCy 5058 Brush Creek Rd. BORING NO.: 61 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/9/2022 End Date: 5/9/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION _ _j Brown CLAY with calcareous nodules _5 Tan and Gray SHALY CLAY with limestone seams and layers 10 Tan LIMESTONE Gray LIMESTONE _15 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 4.5+ 16 4.5+ 14 52 21 31 0.1 5.0 4.5+ 15 1E 10.0 100/ 1.25" 13.0 100/ 0.50" 20.0 100/ 0.50", 5058 Brush Creek Rd. BORING NO.: 62 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): 5 10 15 20 25 30 35 MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules 2.0 Brown CALCAREOUS CLAY with sand and limestone fragments 4.0 Tan LIMESTONE 11.0 1 Gray LIMESTONE Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d 3.5 22 4.5+ 16 52 22 30 100/ 0.25" 100/ 0.50" 15.0 100/ TEST BORING TERMINATED AT 15 FT 1 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 5/12/2022 End Date: 5/12/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION 7 Dark Brown CLAY with calcareous deposits and — limestone fragments — — Tan LIMESTONE with clay seam and layers _5 10 Gray LIMESTONE with shale seams and layers 15 —�# 20 TEST BORING TERMINATED AT 20 FT 25 30 35 BORING NO.: 63 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 -6.S 2 6 E o ;= o 0 E _ E x 3 Y 0sc N�)a J-ON o >� o E oo .Sozao a OC N3 a J ax (n � � a � Z a a 4.5+ 7 1.0/ 100/ 4.50" 10.0 100/ 1.2E 100/ 1" 20.0 100/ 1.2E 5058 Brush Creek Rd. BORING NO.: 64 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 5/11/2022 End Date: 5/11/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 Tan CLAY with sand and limestone fragments 10 15 j TEST BORING TERMINATED AT 15 FT 20 25 30 35 M 15.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 4.5 20 3.75 24 4.0 24 4.25 19 3.25 63 13 33 17 16 0.0 2.5 14 5058 Brush Creek Rd. BORING NO.: 65 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous deposits 5 Tan CALCAREOUS CLAY with sand Tan LIMESTONE with clay seams and layers 10 15_ Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 4.0 6.0 100/ 5" 100/ 2" 100/ 0.75" 17.0 20.0 100/ 4.0 23 4.5+ 13 42 17 25 0.9 4.5+ 7 /� T E S T I N G Fo58 Brush Creek Rd. ALPHA Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Project: West Square Start Date: 4/29/2022 End Date: 4/29/2022 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CALCAREOUS CLAY Tan LIMESTONE _5 _10_ Gray LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 BORING NO.: 66 Sheet 1 of 1 PROJECT NO.: W221080 Location: Fort Worth, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 -6 .S 2 6 E o f 0 _ x o E E o >� 3 Y E 0sc N� OC J-ON N3 a o oo .Sozao o (n � � a Z J ax � a a a 1.0 4.5+ 9 38 19 19 100/ 6" 100/ 2.50" 100/ 2.25" 11.0 15.0 100/ 5058 Brush Creek Rd. BORING NO.: 67 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/28/2022 End Date: 4/28/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with calcareous nodules Tan and Gray SHALY CLAY with calcareous deposits and sand _5 Tan LIMESTONE with clay seams and layers 10 15_ Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz 0 ao o .S c 1E a) a� 0— U 5 in .5 3 CD Z �a a- a 3.5 22 2.0 6.0 100/ 4" 100/ 5" 100/ 0.75" 17.0 20.0 100/ 0.50", 3.5 18 4.5+ 64 8 39 16 23 5058 Brush Creek Rd. BORING NO.: 68 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/21/2022 End Date: 4/21/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules 5 Tan and Gray SHALY CLAY with calcareous — — deposits 10 i Tan LIMESTONE with clay seams and layers 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 4.0 10.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a No�waa oC JoN J� y o °o .Soza p Z Ha d 4.5+ 13 4.5+ 11 4.5+ 12 4.5+ 20 4.5+ 14 55 17 38 15.0 100/ 1.50" 5058 Brush Creek Rd. BORING NO.: 69 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 — —% _5� 10 _15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments at 2' Tan and Gray SHALY CLAY with limestone seams and calcareous deposits Tan LIMESTONE Gray LIMESTONE TEST BORING TERMINATED AT 15 FT 2.0 6.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o >D 3 Y O 6Lc N�)wa OC J0O Na o °O .Soza a p 3 (n x 0 O OUP 0 0 Z J d O Ha d 4.5+ 20 3.5 14 4.5+ 20 73 24 49 1.7 100/ 0.25" 12.0 15.0 100/ 1" 5058 Brush Creek Rd. BORING NO.: 70 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/10/2022 End Date: 5/10/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with sand limestone fragments at 2 ft Tan LIMESTONE _5 10 _15 Gray LIMESTONE _20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 d o.S E a);= _ x o 0t6 c' E E c o N� 3 Y E 6L N w C J J y a ow oz a° o .S c a� 0— U 5 in .5 3 CD 0 1E a) CU Ha a- Z 3.25 23 57 20 37 3.0 100/ 0.25" 100/ 0.50" 100/ 2" 16.0 20.0 100/ 0.2E 5058 Brush Creek Rd. BORING NO.: 71 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 5/11/2022 End Date: 5/11/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments at — � 4' 5 Tan LIMESTONE with clay seams and layers 10 Tan LIMESTONE 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 �a a- Z a 4.5+ 23 4.5 18 39 19 20 0.7 4.0 100/ 4.25" 9.0 100/ 0.50" 15.0 100/ ,1.2E 5058 Brush Creek Rd. BORING NO.: 72 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 5/11/2022 End Date: 5/11/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> ;= _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E C c Drilling (f): DRY �o 3 o vZAfter 7(f) a o c a, v - ao o a 3 cna) o o MATERIAL DESCRIPTION Dark Brown CLAY — —j 4.0 23 — 2.5 1.3 91 29 71 23 48 — 5 4.5+ 19 6.0 Tan SANDY CLAY with calcareous deposits and limestone fragments 4.5+ 67 9 33 16 17 8.0 Tan LIMESTONE with clay seams and layers 10 , 1022.5" _ 15 , 100/ 20 20.0 100/ TEST BORING TERMINATED AT 20 FT 25 30 35 5058 Brush Creek Rd. BORING NO.: 73 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous deposits 5 Tan LIMESTONE 10 15 Gray LIMESTONE 20 TEST BORING TERMINATED AT 20 FT 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz a° o .S c 1E a) a� 0— U 5 in .5 3 CD 0 Z �a a- a 3.5 23 4.5+ 14 40 20 20 1.2 4.0 100. 100/ 1.25" 15.0 100/ 20.0 100/ 5058 Brush Creek Rd. BORING NO.: 74 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: 0 0 10 _15 20 25 30 35 Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o >�a Nc)waa C aN o °o .Soza p Z Ha d - 3 2.0 1 100/ 7„ 100/ 3.50" 100/ 3" 12.0 15.0 100/ 4.50", 4.0 22 54 20 34 5058 Brush Creek Rd. BORING NO.: 75 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas Project: West Square Surface Elevation: Start Date: 4/28/2022 End Date: 4/28/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 140 / 30 GROUND WATER OBSERVATIONS m -o•E 2 E - a> t _ x 0 SZOn Rods (ft): NONE T �� N U� �� j E C c ZAfter Drilling (f): DRY �o 3 o o 5 7(f) a o c a, v - o a 3 cna) o o MATERIAL DESCRIPTION Dark Brown CLAY with sand and calcareous 3.75 3.1 105 19 47 18 29 deposits — 4.5+ 11 4.0 _ _ 5 j Tan CLAY with sand calcareous deposits and limestone fragments 4.5+ 12 40 20 20 1.3 6.0 Tan LIMESTONE 100/ — — 3„ 10 100/ — 0.75" _ 13.0 Gray LIMESTONE 15 , 100/ 1" 20.0 6,-- 100/ —20 TEST BORING TERMINATED AT 20 FT 25 30 35 5058 Brush Creek Rd. BORING NO.: 76 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W221080 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Lennar - Land and Construction DFW Division Location: Fort Worth, Texas West Square Surface Elevation: 4/29/2022 End Date: 4/29/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY with calcareous nodules 5 sand at 4 ft Tan LIMESTONE with clay seams and layers 10 Tan WEATHERED LIMESTONE with clay seams and layers _ 15 TEST BORING TERMINATED AT 15 FT 20 25 30 35 Hammer Drop (lbs / in): 140 / 30 o.S d E a)t _ x o E E o N� > �' o f �' a� N m w o C O J o J y a o� oz ao o .S c a� p�� U n .� 3 Z Ha d 4.5+ 19 4.5+ 13 53 19 34 4.9 5.0 4.5+ 11 100/ 3.75" 100/ 5.50" 13.0 15.0 100/ A L P H A #NtTESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN(ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) W (GM), SILTY GRAVEL m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1mm S SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75' TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑SILT ROCK CORE (2" ID except where CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) GC-6.09 Permits & Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WEST SQUARE TRACT SEWER EXTENSION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.- 104680 Revised July 1, 2011 FORT WORTH. October 28, 2022 Mr Landon Geary Shield Engineering Group 1600 W 7th St Fort Worth, TX 76102 Sent via email: landon.geary@shield-engineering.com Dear Mr Geary, This letter permits you and/or your representative to remove all of the hackberries determined to be in the existing Old Weatherford Rd street right-of-way (ROW), and all of the trees, six inches or larger in diameter, and understory brush determined to be in the existing, undeveloped Northview Rd ROW, per the attached plans. There is no mitigation requirement. This permit revises and replaces the permit previously issued on July 1, 2022. The following trees are prohibited on city parkways: Ash Hackberry Siberian elm Willow Bradford pear Mimosa Silver maple Cottonwood Mulberry 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, Melanie Migura, Forester, for Craig Fox, City Forester Park & Recreation Department c: file PARK & RECREATION DEPARTMENT City of Fort Worth, 4200 South Freeway, Suite 2200, Fort Worth Texas, 76115-1499 (817)-392-5700(PARK) Fax (817)-392-5724 Application for Tree Removal Permit on City of Fort Worth property including parkways and medians Ci Section 1 — Applicant Information Applicant/contractor Shield Engineering Group Contact Name Landon Geary Title P.E. Street Address 1600 West 7th Street City Fort Worth State Texas Zip Code 76102 Phone 817-810-0696 Email address landon.geary@shield-engineering.com List Applicable Permit Numbers (UFC, IPRC, CG, MFD): UFC-22-0097 Section 2 — Location Location address 10999 OLD WEATHERFORD RD Business/Residence Development Name of Business West Square Section 3 — Reason for Removal Submit to: City Forester 2525 Joe B Rushing Rd Fort Worth, TX 76119 The reason for removal of these trees shown on the attached site plan, is due to the proposed road that our development is going to build. This road will be a typical residential section with 5' sidewalks proposed on each side and is required to meet the city of Fort Worth's 2 points of access requirement. Attach site plan drawn to scale showing location of all trees by size (DBH) and species, identify those to be removed, and any existing man made features. Site plan should include layer demonstrating why trees must be removed, such as proposed turn lane, drive approach or grade change. Plan must also include north arrow, scale bar, City trees to remain on site, any proposed planting on city property and planting details along with method of watering. Section 4 — Mitigation Prohibited trees may be permitted for removal from parkway and/or median without mitigation. Trees in alley may be permitted 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 for a period of 2 years, or until established, whichever is greater. If mitigation on site is not possible or desirable, mitigation into the tree fund can be made in the amount of $200 per inch not planted. Mitigation trees must be planted before final inspection of the site. Mitigation to the tree fund must be made at time of permit. 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 parkways and medians. Does not pertain to other City owned property. Ash (Fraxinus sp) Siberian Elm (Ulmus pumila) Callery Pear (Pyrus calleryana) Silver Maple (Acer saccharinum) Cottonwood (Populus deltoides) Sycamore (Plantanus occidentalis) Hackberry (Celtis sp.) Willow (Salix sp.) Mulberry (Morus sp) *Any tree listed in the Nonnative Invasive Plants of Southern Forests published by the USDA Forest Service Revised August 2020 Guidelines for Landscaping in Parkways Public Open Space Easement (P.O.S.E.) 0 w 0 c� M re. 40 feet Elm 5t walks, signs, trees, shrubs, cars, trucks, etc., illustration. A 40-foot by 40-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 easement is to be provided on each side at the driveway or turnout at the time the driveway and/or alley is constructed. Measurements are made from the face of curb or equivalent area. No structure, object, or plant of any type may obstruct vision from a height of 24-inches to a height of 11 feet above the top of the curb, including, but not limited to buildings, fences, in the 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 small 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. • Trees must be placed a minimum of 10' from street lights and storm drains. • Small trees must be planted a minimum of 5' from underground utility boxes. • Large trees must be planted a minimum of 10' from underground utility boxes. • Projects involving 21 or more trees proposed in the parkway must have no more than 30% of the trees from the same subgenus (e.g., red oaks or white oaks). • Projects involving between 5 and 21 proposed trees in the parkway must have no more than 50% of the trees in the same subgenus (e.g., red oaks or white oaks). • 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 under power lines shall be a species that reaches a height of 25' 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 the Park & Recreation Department can be obtained by calling the City Forester at 817-392-5738 or visiting fortworthtexas.gov/forestry. • The following trees are prohibited on City parkways: ash (Fraxinus sp.), callery pear (Pyrus calleryana), cottonwood (Populus deltoides), hackberry (Celtis sp.), mulberry (Morus sp.), Siberian elm (Ulmus pumila), silver maple (Acer saccharinum), sycamore (Platanus sp.), willow (Salix sp.), or any species of tree, shrub, vine or grass listed in the Nonnative Invasive Plants of Southern Forests published by the United States Department of Agriculture Forest Service. Revised August 2020 EXISTING TREE LEGEND CANOPY TREE NO. DIAMETER (IN) TYPE RADIUS (FT) CANOPY (SF) PRESERVE/REMOVE 30024 18 CEDAR 15 707 30090 12 CEDAR 15 707 30108 12 CEDAR 15 707 30110 15 CEDAR 15 707 30111 24 ELM 25 1,963 TOTALS CANOPY AREA 4,791 METHOD "A" (TOTAL FOR PROJECT) NET URBAN FORESTRY AREA SQUARE FEET ACRES IGROSS AREA OF SS EASEMENT (TEMP/PERM) 0 0.00 IPERM UTILITY EASEMENT 0 0.00 I RIGHT-OF-WAY 59,386 1.36 I NET URBAN FORESTRY AREA 59,386 1.36 (REQUIRED CANOPY COVERAGE SQUARE FEET ACRES I NET URBAN FORESTRY AREA 59,386 1.36 ICANOPY COVERAGE REQUIREMENT 30% Public Project IMINIMUM REQUIRED COVERAGE FOR SITE 17,816 0.41 (PRESERVATION/ RETENTION OF EXISTING CANOPY SQUARE FEET ACRES EXISTING TREE CANOPY AREA 0 0.00 (PRESERVATION REQUIRMENT PERCENTAGE 25% (PRESERVATION REQUIREMENT 0 0.00 I PRESERVATIONS AND PLANTING SQUARE FEET ACRES (AREA OF EXISTING CANOPY PRESERVED 0 0.00 PUBLIC PROJECTTREE MITIGATION TREES REMOVED 5 EA 4,791 SF MITIGATION $600/TREE $3,000.00 TOTAL MITIGATION FEE TOTAL: I $3,000.00 TRACT 2 LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD INST. No. D221367866 0.P.R.T.C.T. TREE 30024 STREET K 18" CEDAR 15' RADIAL DRIP LEGEND PROJECT BOUNDARY EXISTING TREE WITHIN ROW TO BE REMOVED CRITICAL ROOT ZONE (1' PER INCH DBH) J TREE REMOVAL _ LOCATION -I� J -- VICINITY MAP NOT TO SCALE BLOCK B WESTLAND ACRES ADDITION VOL. 388—C, PC 58 PRTCT CHAPEL CREEK, PHASE 1 INST. NO. D219152183 0.P.R.T.C.T OLD WEATHERFORD RD ��■� TREE 30110 TREE 30108 BENCHMARK DESCRIPTION SHIELD ENGINEERING GROUP TBPE FIRM #F-11039 •TBPLS FIRM #10193890 N 0 40 80 120 GRAPHIC SCALE IN FEET CITY OF FORT WORTH, TEXAS WEST SQUARE TREE REMOVAL EXHIBIT DESIGNED: SCALE DRAWN: N.T.S. DATE: J U L 2022 U-1 Q 0 U) SHEET: U) Li 1 OF 1 COPYRIGHT ©2022 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 & TBPLS 10193890 20 SUMMERTON DRIVE 74 , 75 6 7 rl 78 OLD WEATHERFORD RVAU —' — ----— - (VARIABLE WIDTH RIGHT—OF—WAY) -.--_-I---_I--___------ - I ___ BLOCK r-] F- -- --_ III I BLOCK B -rill r I T7-2 79 2 24 25 rnn-% -'�- MIP F1 FPIFLT To - 233X 23X STREET B W W �10 ~ Q Q 9 0 W = 0- a-d LEGEND PROJECT BOUNDARY EXISTING TREE WITHIN ROW TO RE REMOVED �O � aU� llllullll L[ OLD WEATHE FORD RD/I o —1Is TREE I REMOVAL Q LOCATION II�� �i IIIVIII S 4S�P1 F-7 a� VICINITY MAP NOT TO SCALE 46 � � I 26 27 D ; I I , SHIELD ENGINEERING GROUP „n RW MR W,.1Wu RU1 Y101p�ro CITY OF FORT WORTH, TEXAS 04 W Q 2 WEST SQUARE PHASE 2 0- W Q TREE REMOVAL EXHIBIT Ci F- DESIGNED _ ISCALE IDATE. (SHEET: W DRAWN' _ 1 80 1 OCT 2022 1 1 OF 1 FORT WORTH, 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 Water Department's Standard Products List. FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MIR. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 j Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16) 1 * 33 05 13 (Manholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WE) Water & Sewer - Manholes & Bases/Frames & Covers/Standard Boundl 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 1 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 1 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 1 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 1 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover, (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSEITO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water &der - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. �Wr - Manholes & Bases/Precast Concrete l2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 1 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Conaete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 1 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymcr) Concrete Amitech USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`Moir 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung i�P�ayolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 711111.72 ara e�Sewer - Pine Casim SDacers 33-05-24 (07/01/13) I Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) i I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I I ewer - Coatinss/EDD -39-60 (01/08/13) I INEK 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lmmg System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - Pines/Concrete I * EI-04 C. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Condun Corporation Class III T&G, SPL Item #77 ASTM C 76 I I E I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item 495 hirsaliele, 998 Pipe ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I Svstem PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously �Plm McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - PiDe/Fibere as_ss Reinforced/ 33-31-13(1/8/13) I Hobas Pipe USA, Inc. Holies Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 333 13 Fiberglass It,. (FRP) Ameroa Bondstmod RPMP Pipe AST- D3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D32621D3754 03/07/23 3331 13 lFiber.lass Pine (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amrtech USA Meyer Polycrete Pioe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I /HDPE 33-31-23(1/8/13) * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some I ' hdsity polyethylene pipe Phillips Driswpipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * gh-density polyethylene pipe �'Ih�gh_d_maitv PI- Inc. ASTM D 1248 8" * gh-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" polyethylene pipe CSR Hydro CondmUPioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Prpelife Jetstream PVC PressurePipe AWWA C900 4"[tiro 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" 33-31-20 PVC Sewer Poe 12/23/97* 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 01/18/18 33-31-20 PVC Sewer Pipe 11/11/98 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 09/11/12 33-31-20 PVC Sewer 05/06/05 33-31-20 , PVC Sohd Wall Pipe 04/27/06 33-31-20 PVC Sewer Fittings * 33-31-20 PVC Sewer Fittings 1 3/19/2018 33 3120 PVC Sewer Pipe 1 3/19/2018 33 3120 PVC Sewer Pre 1 3/29/2019 33 3120 Gasketed Fittings (PVC) 1 10/21/2020 33 3120 PVC Sewer Pipe 1 10/22/2020 33 3120 PVC Sewer Pipe 1 10/21/2020 33 3120 PVC Sewer Pipe P 33-31-12 1 * Cured in Place Pipe 05/03/99 Cured in Place Ape 05/29/96 Cured in Place Pipe Sewer - Pipes/Rehab/Fold & Form Fold and Form Pi 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe 1-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) P,qq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlak ) Pipelife Jet Stream Pipelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insimfrrm Texark, Inc National Envirotech Group Remolds Inc/Inliner Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insimfirm Technologies, Inc. American Pipe & Plastics, Inc. Ultralmer Miller Pipeline Corp. Sewer - PiDes/ODen Prot -de Laree Diameter i 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vvlon Pipe 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extmsim Technologies, Inc. E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Finings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insim "NuPIpe" Ultralmer PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SamTne HP Triple Wall Pipe Durmaxx ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13) Ol/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, no 124"Pipe 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double StrapService Saddle Mueller Company U-S Double SS Strap DI Saddle AWWA C800 1"-2" SVC, u to 24" Pi e 03/07/23 33-12-10 Double StrapService Saddle Powerseal 3450AS, Inc. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, u to 24 Pi e 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111018 33-12-1. Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V, 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-1" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [oribriation ombmation Ar Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water Barrel Fire Hvdrants 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EI (East Jordan Iron Works) WaterMaster 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) -W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacnrring Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Pines/Valves & Fittin¢s/Ductile Iron Fittines 33--11 (01/08/13) I 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer GlandaFVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MJ Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint Svatem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Ind-nies(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Seramnore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Sersmpore) �` vuP, V11i. nn, oa„ �,.t.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I Water - Pioes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We Crate Valve Clow Valve Co. Clow Valve Model 2638 AW WA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcoesw1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fluo Master Gat. Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Cert. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated ButterFly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samnlint= Station 03/07/23 33 12 50 Water Sam lin Station I Eclipse Number 88 , 12-inch Depth of Bur As shown in spec. 33 12 50 00,1,-k Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 11/O1/2022 ApproNal Spec No. Concrete Classification Nianufacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 30 00 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001737 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D 10000001791 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0001793 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D 10000001103 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D 10000002107 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D 10000001273 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Argos D I OOO0001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0008381 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Argos DIOOO0009857 50 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 30 00 Mix Design Argos DIOOOOO1565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Argos D 100000 1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DI 00000010613600 psi Concrete for Inlets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DI0000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos DI0000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 3000 Mix Design Argos DI0000001685 4000 psi Concrete for Valve Pads 9/9/2022 03 30 00 Mix Design Argos DIOOO0005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 30 00 Mix Design Argos DIOOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 9/9/2022 03 30 00 Mix Design Bumco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 9/9/2022 03 30 00 Mix Design Bumco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Bumco Texas 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Bumco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 30U1O1AG 3000 psi Concrete Mix for Flatwork 9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 9/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 30 00 Mix Design Bumco Texas OIY690BF 100 psi Concrete Mix for Flowable Fill 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches, Lighting & Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 9/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 9/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 9/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 11/O1/2022 Approi a] Spec No. Classification Nlanufacturer Model No. National Spec Concrete (Cortinued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25H 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20H 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA201 l 4000 psi Concrete Mix for Storm Drain Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting & Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-INC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations, Valley Gutters 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations, Valley Gutters 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161LTV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approi Spec No. STANDARD PRODUCTS LIST AS OF 11/O1/2022 Classification Nlanufacturer Model No. National Spec a] Concrete(Con'inued) 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete Mix for Drill Shafts 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete Mix for Storm Drain Structures, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete mix for Drilled Shafts 9/9/2022 03 30 00 Mix Design Martin Marietta R2131014 3000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136220 3,500 psi Concrete for Light Pole Bases 9/9/2022 03 30 00 Mix Design Martin Marietta R2136222 3,500 psi Concrete for Light Pole Bases 9/9/2022 03 30 00 Mix Design Martin Marietta R2136023 3,500 psi Concrete for Light Pole bases 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 3000 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146034 4,500 psi Concrete for Manholes, Inlets & Headwalls, Hand Placed Paving 9/9/2022 03 34 13 Mix Design Martin Marietta R214123 4,000 psi Concrete for Inlets, Manholes, Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2141231 4,000 psi Concrete for Inlets, Sidewalks 9/9/2022 03 30 00 Mix Design Martin Marietta R2161070 6,000 (3,000 (& 24-hrs.) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9492SFC 4,000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146233 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146238 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146336 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146235 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls I1/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NCS Redi Mix NCS6020AHP 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOCI 0021 215 psi Flowable Fill - CLSM FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approial Spec No. STANDARD PRODUCTS LIST AS OF 11/O1/2022 Classification Nlanufacturer Model No. National Spec Coucrete(Con'inued) 9/9/2022 03 30 00 Mix Design Redi-Mix I OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix IOL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads, Light Pole Foundations 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix DCC2G5E2 3600 psi Concrete Mix for Drilled Shafts 9/29/2022 03 30 00 Mix Design Redi-Mix DCU1G5E2 3600 psi Underwater Drilled Shafts 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POGASK9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 1OKI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix ION11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix ION11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 3000 Mix Design Redi-Mix 1OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD51`4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 35050 3,600 psi Concrete for Light Pole Bases 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Inlets, Junction Boxes 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi (a) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 11/01/2022 Approi a] Spec No. Classification Nlanufacturer Model No. N ational Spec As{�ha1t PaVm 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA51)135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B 117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Warning Surface 9/9/2022 32 1320 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. Armor Tile (Williamsville, NY) 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver Silicone Joint Sealant 9/9/2022 132 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant �RoadSaver ASTM D5893 9/9/2022 132 1373 Joint Sealant Crafco Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utili _ Trench Embedment Sand 9/9/2022 33 05 ]0 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 FORT WORTH;:; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT ApproNal Spec No. STANDARD PRODUCTS LIST AS OF 11/01/2022 Classification Manufacturer Model No. National Spec Frames/ Cover and Grade Rings - Cast Iron** for Stormwater Structures 9/9/2022 3305 13 Manhole Frames and Covers Neem Foundry 32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhorn Logo, Model No. NF-1743LT66 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 9/9/2022 3305 13 Manhole Frames and Covers EJCO Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021LO10 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LTXX 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1650LT61 9/9/2022 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, Ltd.) 24" Diameter MHRC #220605 ** ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Cover Neena Foundry 32" Diameter NF-I274-T91 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers Neena Foundry 32" Diameter NF-1743-LM (Hinged) ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frame Neena Foundry 32.25" Diameter NF-1930-30 ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers Neem Foundry 32" Diameter NF-1743-HV ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 24" Diameter 2279ST** ASTM A48 AASHTO M306 9/9/2022 3305 13 Manhole Frames and Covers SIP Industries 32" Diameter 2280ST ASTM A48 AASHTO M306 9/9/2022 33 05 13 Manhole Frames and Covers EJCO 32.25" Diameter EJ1033 X2/A ASTM A48 AASHTO M306 **Note. AM new development and new installation manhole lids sha I meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Reinforced Concrete Storm Drain Pipe/Culverts 9/9/2022 3341 10 Precast Box Culverts Forterm Precast Box Culverts 9/9/2022 3341 10 Concrete Pipe Wyes and Bends Forterm RCP Wye and Bends 9/9/2022 33 49 10 Precast Box Culverts Rinker Materials Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 ASTM C789, C850 9/9/2022 33 49 10 Concrete Pipe Rinker Materials Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 ASTM C76, C655 9/9/2022 3341 10 Concrete Pipe Forterm Reinforced Concrete Pipe - Tongue and Groove +D48 Storm Drain Pipe 9/9/2022 /polvpropylen ( 33 41 13 Polypropylene Pipe Advanced Drainage Systems, Inc. HP Polvoropvlene Storm Drain Pipe Storm Drain Manholes and Junction Boxes 9/9/2022 33 49 10 Stacked Manhole Oldcastle Precast 4' x 4' Stacked Manhole ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 4' x 4' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 5' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 6' x 6' Storm Junction Box ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 8' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Oldcastle Precast 5' x 8' Storm Junction Box Base ASTM C478 9/9/2022 33 49 10 Junction Box Cowtown Redi Mix No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars ACI 318-14 9/9/2022 33 49 10 Manhole Rinker Materials Rinker Materials Reinforced 48" Diameter Spread Footing Manhole ASTM C433 9/9/2022 33 49 10 Manhole Connector Trellebora Engineered Systems Kor-N-Seal 106/406 Series Pipe to Manhole Connector ASTM C923 9/9/2022 33 49 10 Junction Box Forterm 4' x 4' FRT-4x4-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterm 5' x 5' FRT-5x5-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 5' x 5' FRT-5x5-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 10 Junction Box Forterra 6' x 6' FRT-6x6-409-PRECAST-BASE ASTM C913 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4 'x 4' TPG-4x4-409-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4 'x 4' TPG-4x4-409-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 4 'x 4' TPG-4x4-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-410-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6 'x 6' TPG-6x6-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6 'x 6' TPG-6x6-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 6 'x 6' TPG-6x6-412-PRECAST 6-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-4I 1-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-411-PRECAST TOP ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-411-PRECAST BASE ASTM C615 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER ASTM C615 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 11/O1/2022 Classification Manufacturer Model No. National Spec Storm Drain Curb and Drop Inlets 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 3' FRT-1 Ox3-405-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 3' FRT-1 Ox3-406-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 4.5' FRT-lOx4-407-PRECAST ASTM C913 9/9/2022 33 49 20 Curb Inlets Forterra 10' x 4.5' FRT-lOx4-420-PRECAST ASTM C913 9/9/2022 33 49 20 Junction Box Forterm 4' x 4' FRT-4x4-409-PRECAST-TOP ASTM C913 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 1O' x 3' TPG-IOx3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 15' x 3' TPG-15x3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Curb Inlet Thompson Pipe Group 20' x 3' TPG-20X3-405-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 4' x 4' TPG-4X4-408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 5' x 5' TPG-5X5-408-PRECAST INLET ASTM C615 9/9/2022 33 49 20 Drop Inlet Thompson Pipe Group 6' x 6' TPG-6X6-408-PRECAST INLET ASTM C615 Concrete Foundations for Signals and Lighting 9/9/2022 13341 10 Mix Design Bunten 3600U500BG 3000 psi 1" LS w/air Concrete Mix for Traffic Signal and Electric Service Foundation AC1318-14 9/9/2022 13341 10 Mix Design Cowtown Redi-Mix No. 250 3000 psi Concrete for Light Pole, Metered Pedestal, and Signal Cabinet Foundations ACI 318-14 9/9/2022 13341 10 Mix Design Charley's Concrete Mix No. 4159 3600 psi Concrete for Light Poles and Signal Cabinet Foundations ACI 318-14