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Ee�e�� P1�o�ro Pi�o, iJar �v,-.,��o,a c.00� r�.,�;�,aor -r.,�o �?i� 11 11 �e3 Ei�aJ Pp'�✓a :a �''� IZ� i i � n,-o c+..o��oa r„r,,,-o.o r.,i:rao.. n:,.o I��o �x�.,.o.. co,-.,;,,o� i „i, .,. � . ,.� I� ��= r .,,-,.o �x�.,.o,- r ao.o,-� I��o no�;t;o�� co,,.o,a �„�o ��„t�,o I��T n�v�vn v„�.�.o.. co.,.oa u„��o,-�.. ��.,i. o� � �� no �rr2ti:sg\'��.,,-'�~� I��v EO:i'�U�:�t✓.,.� n:.. ��.,i.,o n ��o,�.�i;o� �,- n„�.,��o �x�.,�o,- c.,��o,�.� I2 2�no �;,-o� I 22�-'�0 ��r E��qr1� Ft�ati�ts I�� i�no c�.,�a.,..a ui,... ,.��.,i. o n��o..,�.i., IZ� ), � r-�,,,-oa ;r ni.,,,o n:,.o irTnn, �� b�,�o P.o�:c r,.o,a n;,.o � r r_r,,.,;�., E�'ii��,�� CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 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: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProiectResources/ Division 02 - Existing Conditions � 02 41 13 Selective Site Demolition � 02 41 14 Utility Removal/Abandonment Im�-^m� n.,.,:�,. vo..,,.. .,i Division 03 - Concrete � 9�-�A-99 C� Z. Pl.ro�� I0� ✓1 1� r„r�,-,.iioa r,... c�,-or,..i, r�r.,.o..;.,i irr cr�r� In��o r�„r,,..o�o u.,�o r�.,.o..:.,i �,- rr..o�,.�, vo...,;,- I�g ra,.,a;�;,..,�;,.�., .,. �.,;.,�;�,. �,,,�,.ro�o ��,.,,,.�,ro� Division 26 - Electrical � �Frg�gg r„ri.ri.,.� �x�,.,-i, vo�„i�� .. �io,....:,..,i I��o r�o,.,,,t;�;,,� � ,- �to,..,-;,..,i �.,.,�o,.,., I�� n,,,.o.r ., �,a n,..,o� �,- �io,.�,-;,.,,i �.,.,�o,.,� I�� Tr�,aor,.r,.,,�,a r�,,,.�., „�,a n.,,.o.r ., ., � r�io�tl��l F�,,�� I��v EO:i�'SgUSl,,.,�:,..,� T�T„1�: rl,,,.� !'',,,.,l,,:r Division 31- Earthwork I�,�o �;�o �� I�1�o TT.�..l.,��;�;o.�l R.,...,...,�;.,,� I � �� I � ��-rz�-v�v �/P1�.1,'�'1Ii"iYGpt� I21�o L',-,,.,;,..�. .,.�..a co,l;,v.o,�.� �'',,.�.�,-,.1 � � ��r ✓v-vv �9i�S � � �� Division 32 - Exterior Improvements I27�T Do,-,v..,,�.o«.� A �,..l..,l� D.,.,;,�..� Do,�..,;,- I�'��4o To,v...,,.-.,,-.. A �..1..,14 D.,. :,. Do,..,;r � 32 O1 29 Concrete Paving Repair I�� io.,;�.io �„�o �,.,,r.,o., I�� r ; o -r,-o.,�oa �„�o �,.,,,-�o., I�� E�i`�Y011i Z'P�.,.oa �,,.,o n,.,,,-.,o� I�7�T 7: ,:,1 T.-o.,ro,l C,.;1 Cr.,L.:l;�o.. I��o n �,.i,.,i. n.,. :�,. �� ,-.,,.i, co.,i„�.� �4cr,�ralt I\z.,;�� I�� „�,.ro�o �,,.,;�,� I��o rry„r,,..o�o c;ao.. .,ii,� r�,-:.,o,,,.,..� .,�a u.,....;o,- �..00 �7::i�,2 � � 32 13 73 Concrete Paving Joint Sealants I��' ^-'To �al- TJ:�t �•.�g Last Revised 12/20/2012 12/20/2012 n� in�� , � �� , � �� i�i�� ,�� , , �� i�i�� i�i�� n� in�n� n� i�� , � �� n i i�� n i i�o 4�� n i i�� 1 'l /7�z 17/7�z 1 � /�r�r�vi�viz 17/7�z 17/7�z 12/20/2012 ,�� i�i�� i � i��i n4 i�� i�i�� ,�� , � �� 12/20/2012 ,�� CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 I�� r„r,,.-o�o r,,,-�. .,�a r,,.�o.-� .,ra ��.,iio., r„��o,-� I�'�� lrr�� U.,.,o,v.o,�� T�.,,-t�;,�,.� 27� 1�� '',,,-l. A .7.a,-o�� D.,;.�.�;.�.,. � 27��2 � ,7 l�.,�o� C�n� P��r� � I��o �x�;,-o �or,.o� .,ra r�.,.o� I�� x�,,,,a �or„o� .,�a r.,�o� I�� r�.,�. :� ni.,,,o r„r,.,-o.o n:t�:s�1� \'�S I27�� T,...�,.;1 Dl.,,.o,�.o.,.♦ .,,�.,] L';.�.;.,1.;,�.,� „FD.,,-1�.�,.,.,., � 32 92 13 Hydro-Mulching, Seeding, and Sodding I�� fr..00� .,�a ci„-„�.� Division 33 - Utilities I��o co.r o �a ra„��.,.,o -ro.,�;�,� I��T r�i„�oa r;,-,,,,:� rroio. : r�rrrr�» r��,.o,,.;,,r I��o �,,7.1�� nLl.i�j�g „��.,;��:�,. co.. o,- c..��o,,.� I�Z�o 7,.:.�� T2,,,�a:.�,. .,,�a Rlo,.�.-;,..,1 7�,.1.,r:,,,� I22�= �'',,,,,,,,,,;,,,�. !`,.,�.�,-„1 To�� C`�.,�;,..�.� I22� ll�L TR.,,�,�.o.,;,,,�. A,�.,,,lo �''.,�1.,,,];,. D,-„�o,.�;,,.�. C'.,��o,v. I�ZT (%v To.v.v.i..-nv.. txln4o.- Cov:.;.+oc, � 33 04 40 Cleaning and Acceptance Testing of Water Mains I��o r�,o.,r;�,.„�co.ro,-ra,,;�., � 33 OS 10 Utility Trench Excavation, Embedment, and Backfill � 33 OS 12 Water Line Lowering I�� ,-.,,,.o r,..,o...,ra r_,-.,ac 1�� r.,��n � I�� n��n �,-.,,,.o r,..,o...,ra r_,-.,a� �l'i:�z �ti � �� nc in � N � � 111N �" � � 7 ��'HilY�tttCJ�acrc[c�2s�6 �--�-TT � � 33 OS 16 Concrete Water Vaults I��T r„r,,..o�o r,.ii.,,-� � � 2� ��o �`�g � � ��T Tu�rr�l �irr.�e I��i C�oo, !`.,.,;�,. �;,.o I�Z�� i7.,,.,1 T,,.,.,ol:,... I�ZT ll,r-v�-zT T.,�4.,11.,4:,.,. ,.�!''.,,-.-:o.- D;,.o ;,. !''.,�;,... ,.,- T,,,.,.ol T; o,- D1.,4o I22�o TT�;1;�., l�R.,,-l�o,-.,/T ,.,..,�,,,-., � 33 OS 30 Location of Existing Utilities � 33 11 OS Bolts, Nuts, and Gaskets � 33 11 10 Ductile Iron Pipe � 33 11 11 Ductile Iron Fittings � 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe ��i� 11 1? Ee�e�� P1�o�ro Pi�o, LJar �v,-.,��o,a c.00� r�.,�;�,aor -r.,�o IZ� ,,, n u,,,-:oa c.00i n:,.o .,�a �;�.:�,.� � 33 12 10 Water Services 1-inch to 2-inch � 33 12 ll Large Water Meters � 33 12 20 Resilient Seated Gate Valve I22� ��T �4 P.u�� Eo�+o,a n„��ora., ��„i.,o., I 33 12 25 Connection to Existing Water Mains I��v EO:i'�U�:l�t✓.,.� n:.. ��.,i.,o n ��o,�.�i;o� �,- n„�.,��o �x�.,�o,- c.,��o,�.� I�� ;ro� inin�ro 1 1 /7�� iiin� ,�� i � i��n� i � i��n� 9�9�-� 1 'l /7�z 12/20/2012 i � i��n� i�i�� n� in�� i � i��i 7 'l /7�z 1 'l /7�z 17/7�z n� in�n� 02/06/2013 i�i�� 12/12/2016 12/20/2012 n i i�� n, i�o �� i � i�� 12/20/2012 , � �� ,�� ,�� 17/7�z 17/7�z !1�/1�� 1 'l /7�z 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11/16/2018 , � �� i � i��n� 02/14/2017 12/20/2012 12/20/2012 , � �� 02/06/2013 i�i��z n i ino ��T CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS Page 7 of 8 ��z�--�✓v �� ,CeY�£�,"�C �,��.'�3HS �Z�� C�.,.„1.,.-,1 T21,.... ,.�4'�7.,1..0 7., ��OLYi�. �. 22 21 17 (`,,,-0,7 ;,�, Dl.,,.o D;,..o /(`TDDI �T�TL ✓� � 1 1� �;�.or,.i.,�� n o;�� r,.o,a n;�o � r r-r,,.,;�., f'i�°'11t� �� u , �� i 15 u:,.i, r�o��;�., n,.i.,o.�..,ioro ��'�n�� nl�� .. c.,�;�.,,-., co,,,o.. ��o n„i.,. : ..i ri.i,,..;ao �n��r� r_...,.,:�., ��'�i��;��'�.�,`� Di}�o n„i.,. :..i ri.i,,..;ao �nvr� ri„�oa n,-,.�:io r.,.,:�., E��i�i� E�� i �1 l � ��i � ��,��o� EI�rF T ir�i�� , �� c.,�:�.,..., co,,,o.. n:,.o �ri.,,-,.o..,or. ��o c.,�:�� Ecn`r�, r,.rro,.�:,.�� .,ra co,-.,;,,o r; o ��o r�,,,.,�.;�.,�;,.� �'1r[ �10.1�� r c„�;�,,,�., �o..,or �,.r,.o �a.,;�� n in � . r�„�,.,-o.o�a„�t�„to., �rry "Cl� !11 P� .,� �Z�o D,-o,,.,�r /'',.,�,,.-o�o T�T.,.�L,,.lo� ��o �g1�01��17��s �� nn �x�.,��o.. .o,- n,.,,o�� ri,.,..,�.o.. «x�nr� 7TJTT� TTGSGG'ii�RCGiTiGGrJ�T'ti�ZC[SiiAG2TTtTr�J �� n �n ��,..,., r ; ., � ,- c„�;�.,,-., co.r o,- ��,-.,,..,,,-o., �-�--oo � �� n i i n no;�� ,-,.o,a �,.�,.,-o�o ��,,...v, �o.�,o,- n;�oir�„t.,o,-�., �--�rry �� i 11 u:,.i, r�o��;�., n,.i.,o.�..,ioro ��'JD�) D1}�o ��'J�n �� i 1� no:�� ..,,oa n,.i.,o�i.ioro ��n�� nl�o �-4�--98 �� nti ni ct„�.oa c. �--Tv-vT ��'"Yl: �'lC�11S 2 2�-Tv-vi �2�3017 �L�71� ��o '-"��' in Dl��o l�,r.,��,,,io� .,ra r„r„�;,,� R,..,o� ��o r�,,,-�. .,�a r�..,,.. r�io.� ��no a �x�• ii., �O�tll �7�� !Q �°'1� Division 34 - Transportation � �^�-^�o �€f� �r�r�� n n i i n ni n. r,.� no,- r�„�.;�o. �v-r rf��C�i3��A�i�i'6acrczcorrrcc I 2^ ^�-�-i�vi r�ri�ciEnriicir� �r�i6iicrvpc�cu�i6n I 2 n n�� ttr'kC nixei}�-C�eit�'iaz-vpcC�#icu�i�eii � ?/I 1 ? 11 ��^�.� � 'T'��f� frr�� I� �� 1� vo..,,..,;r,.rr,-.,�f:,,c:,.r.,i� �?/I 11 1� �ee�a��ul� P_c�i d P'lcn'�i�g�e�e� � �^�-^�o �ec�e�'�n°� II��ii�� ^�-^�o �.� Illurntn�ti�„ ^ ��m'�,;�� I �n n�� :�ii�l TT� ��c'rr,u�f �a�ir�ir�o I�n n�� ,-oo.. ., , r �r� v,..,a.. ., , rl,�i�ir� I� n n�� tial �T'� P.�d�i.�z� :�,ma�a�rs � � ^�--r^'r� �Slun�nun: Ei�ts � �^�� gl� 1��„ao �;i.o,- n..�:,, r.,i.io I�n�� rr...,��;,, r„r�..,,i i�/��o�,--�L !1�/1�� 1 'l /7zzr�m�cv-iz ,�� , � i�� n�ii�� , � �� , � �� i � i��n� nn i�o ti�� ,�i�� i�/��z 17/7�z , � �� i�i�� i�i�� n� in�n� , � i�� , , �,� ,�� n� ino i�T n� in�n� , � �� i�i�� n� ino i�T inii�� 7'l/7�� n�� n i�� , , �� ,�� , , �� , , �� , � ��o,�zo � n�ii�� n�ii�ci�nt�� n�ii� , , �,� n� i�� iii�� CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix F�-4J 1 GG4.02 F�-4:('/1 C� 4.9� ��.J �;' lryvc �� 'vc v�v� GR-Ol 60 00 GR-02 GR-03 ��1,1i.lit;, „�� Subsurface and Physical Conditions �Zlao.-,..-,,,,ra �.,,,:i:.;o� I-U�.,.-a,.,,� �r.,:.-,.�w,o�..,i r„ra;�:,.� .,� c:.o �� x�.,,.o v.,.oy a= = D„-.�,;r� .,.„1 TTr;l:r;o� I`l�tsai i�q�'rati�t Product Requirements TPW Pre-qualified Contractor list Water Pre-qualified Contractor list END OF SECTION CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Page I of2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information Fossil Creek Facility Expansion Express CFA Bidder's Application Bidder's Proposal Bidlist Item Specification Unit of � Bid No. Description Section No. Measure Quantity Unit Price UNIT I: WATER JMPROVEMENTS 1 0241.1013 Remove 8" Water Line 02 41 14 LF 18 $9.00 2 0241.1218 4"-12" Water Abandonment Plug 02 41 14 EA 2 $250.00 3 0241.1517 Salvage 6" Water Meter 02 41 14 EA 1 $200.00 4 3305.0109 Trench Safety 33 05 10 LF 70 $1.00 5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 0.384 $5,000.00 6 3311.0161 6" PVC Water Pipe 33 11 12 LF 14 $35.00 7 3311.0261 8" PVC Water Pipe 33 11 12 LF 50 $40.00 8 3311.0264 8" PVC Water Pipe, CLSM Backfill 33 11 12 LF 10 $55.00 9 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 3 $5,000.00 10 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $3,500.00 11 3312.2103 1 1/2" Water Service 33 12 10 EA 1 $1,250.00 12 3312.2803 6" Water Meter and Vault 33 12 11 EA 1 $15,000.00 13 3312.3002 6" Gate Valve 33 12 20 EA 1 $1,800.00 14 3312.3003 8" Gate Valve 33 12 20 EA 3 $2,000.00 15 9999.0001 Cut & Plug at Water Main 00 00 00 EA 2 $750.00 16 3305.0112 Concrete Collar 33 05 17 EA 1 $350.00 17 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 2.83 $135.00 TOTAL UNIT I: WATER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAtION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bid Value $162.00 $500.00 $200.00 $70.00 $1, 920.00 $490.00 $2,000.00 $550.00 $15,000.00 $3,500.00 $1, 250.00 $15,000.00 $1, 800.00 $6,000.00 $1, 500.00 $350.00 $382.05 $50,674.05 Fossil Creek Facility Expansion Express CFA CPN- 706359 00 42 43 DAP - BID PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Fossil Creek Facility Expansion Express CFA UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value Bid Summary � UNIT I: WATER IMPROVEMENTS $50,674.05 Total Construction Bid $50,674.05 This Bid is submitted by the entity named below: BIDDER: NORTH TEXAS CONTRACTING INC 7368 FM 2449 PONDER, TEXAS 76259 Contractor agrees to comPlete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Aurth �I�ccas Cunt�:�•�g, Inc. - ,�� . TITL "�csident DATE: Scptcmbcr OS 2025 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICAtION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 14 working days after the date when the Fossil Creek Facility Expansion Express CFA CPN- 706359 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalifed contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvne" box provide the comnlete maior work nrne and actual descrintion as orovided bv the Water Department for water and sewer and TPW for pavin�. Major Work Type Water Mains for New Development, Rehabilitation, and Redevelopment using Open Cut Construction Methods Contractor/Subcontractor Company Name North Texas Contracting Inc Prequalification Expiration Date CILII�i17fG11y.Ti7 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: North Texas Contracting Inc 7368 FM 2449 Ponder, TX 76259 BY: Zac ier � (Signature) TITLE: Vice President DATE: 09/23/2025 END OF SECTION CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION PREqUALIFICATION STATEMENT— �EVELOPER AWARDED PROJECTS 0045 12 Prequalification Statement 2015_DAP.docx Form Version Septem6er 1, 2015 FORTWORTHo April 28, 2025 Mr Jay M Louy - President North Texas Contracting Inc 4999 Keller-Haslet Road PO Box 468 Keller, TX 76248 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Mr. Louy: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $465,420,890.00 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: -- Wastewater Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut construction methods -- Water Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut construction methods -- Facility work in Lift Stations -- Miscellaneous work restricted to 54-inch diameter water main for yard piping for Sendera Ranch 5.5 MG Ground Storage Tank, City Project No. 105781 The prequalification and bid limit established above will remain current through 4/30/2026 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very truly, MAIL TO: John Kasavich, P.E. .�- � � Fort Worth Water Department p �� y Engineering & Regulatory Services ��] .�u C� Chris'Harder, P.E. 200 Texas Street For 4� irector Fort Worth, TX 76102 WATER DEPARTMENT �'�� CAPITAL DELIVERY �� Trte Crr�� oF FoiiT Woa�rH * 100 Fort \Nortl� Trail * FoaT \�roa�rH, Teans 76102 817-392-8362 *Faa 817-392-819_5 1964 • 1993 • 2011 �« Printed on recycled paper oaas�s-i CONTRACTOR COMPLIANCE WlTH WORKER'S COMPENSATIOM !AW Page 1 of 1 1 2 �E�TIC�I �Q 45 26 �ONTRaCTUR CGMF'+ I�h�� V1�'ITH WORKEFt'S G�i`�PENSATION LAW 3 Pursuant to Texas I_a�a�r Co�e Section dQ6.096ia), as ame�ded, Cantractor certifies tha# it 4 provides vdorker's comps�satian ins�ra�ce co�zraga �ar atl of its emptoye�s emptoyed on 5 City Project t�o. CPN-106359. �entra�.tar further certif�es that, pursuant to Texas Labor 6 C�de, Section 4�6.096(b), »s-amende�i, it �r1iiE provide io City its subcontra�+.or's certificates 7 of compliance �n+ith v�orker'� corrip�:nsatiar �overage. 8 CONTRACTOR: 9 North Texas Contractin� 10 11 12 '13 14 15 16 17 18 19 24 21 22 23 ?4 25 26 27 28 29 sa 31 32 33 34 �om�any 7368 FM 2449 Address Pcnder TX 7625� City/State/Zip TN E STATE �J F TEXAS COLiNTY OF TAHRANT § § By: Mr_ "Lach rusi�ier North Texas Contracting (nc � � Signature: � _____ Tit1e: Vice President BEFORE ME, the undersigned authariry, on this �ay perscnalty appeared �C11 �USii��r , kncwn �to me to be the person whose name is subscribed to :nefarngc,ing irstrument, and acl:newiec�getl t� me that hershe execu#ed the same as the act and deed af _._� C�; pc�� rE�gl(�On _J,,., for the purposes and consideration therei� �xpressed and in the capa�iry th�rein stated. f31VEN UNUER MY NAND AND SEAL OF OFFICE this _ 2� October . 2025 `��i,, — �� p�LA/� ��i, �� S �........� !y �i� `� J ��.!��tY P(/e •.� 9 �i = �. �� O : � � Q : —�r �— � � � _ :� 2� :2�' �^J �� :�'� s°'q� Fpp't 06`�:� �y�� END OF i�� . ��p �25.• � �� ,',,�� 1111�1101� �� C:ITY OF F�RT WGRTH STANDARD COfdSTRUCTfCN SPECIFICATIOt� DOCl1Mct�TS Revised April2, 2014 day of for the State of Texas Fossil Creek FacilityExpansiorr Erp�ess CFA CPN-106359 005243-1 DeveloperAwarded ProjectAgreement Page 1 of 6 1 SECTION 00 52 433 2 AGREEMENT 3 THIS AGREEMENT, authorized on 0912312025 is made by and between the Developer, 4 Coca-Cola Southwest Bevera�es LLC, authorized to do business in Texas ("Developer") , 5 and North Texas Contractin� Inc.. authorized to do business in Texas, acting by and through 6 its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, 8 agree as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for 11 the Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a 14 part is generally described as follows: 15 Fossil Creek Facility Expansion Express CFA 16 CPN-106359 17 Article 3. CONTRACTTIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 FinalAcceptance. 22 The Work will be complete for Final Acceptance within 14 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded 25 Projects. 26 27 CITY OF FORT WORTH Fossi( Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 005243-2 DeveloperAwarded ProjectAgreement Page 2 of 6 28 3.3 Liquidated damages 29 30 31 32 33 34 35 36 37 38 39 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Zero Dollars ($0.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. 40 Article 4. CONTRACT PRICE 41 Developer agrees to pay Contractor for performance of the Work in accordance with the 42 Contract Documents an amount in current funds of Fiftv thousand & six hundred and 43 seventv-four dollars & five cents Dollars ($ 50.674.05 ). 44 45 46 47 48 49 50 51 52 53 54 55 56 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (projectspecific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) CITY OF FORT WORTH Fossi( Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 005243-3 DeveloperAwarded ProjectAgreement Page 3 of 6 57 58 59 60 61 62 63 e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 64 5. Specifications specifically made a part of the Contract Documents by 65 attachment or, if not attached, as incorporated by reference and described in 66 the Table of Contents of the Project's Contract Documents. 67 6. Drawings. . . .• 70 71 72 73 74 75 76 77 78 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Fossi( Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 005243-4 DeveloperAwarded ProjectAgreement Page 4 of 6 79 Article 6. INDEMNIFICATION 80 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its 81 own expense, the city, its officers, servants and employees, from and against any 82 and all claims arising out of, or alleged to arise out of, the work and services to be 83 performed by the contractor, its officers, agents, employees, subcontractors, 84 licenses or invitees under this contract. This indemnification arovision is 85 saecificallv intended to oaerate and be effective even if it is alle�ed or aroven that 86 all or some of the dama�es bein� sou�ht were caused. in whole or in aart, bv anv 87 act, omission or ne�li�ence of the citv. This indemnity provision is intended to 88 include, without limitation, indemnity for costs, expenses and legal fees incurred 89 by the city in defending against such claims and causes of actions. 90 91 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own 92 expense, the city, its officers, servants and employees, from and against any and 93 all loss, damage or destruction of property of the city, arising out of, or alleged to 94 arise out of, the work and services to be performed by the contractor, its officers, 95 agents, employees, subcontractors, licensees or invitees under this contract. 96 This indemnification arovision is saecificallv intended to oaerate and be effective 97 even if it is alle�ed or oroven that all or some of the dama�es bein� sou�ht were 98 caused, in whole or in aart. bv anv act, omission or ne�li�ence of the citv. .. 100 Article 7. MISCELLANEOUS 101 7.1 Terms. 102 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions 103 of the Construction Contract for Developer Awarded Projects. 104 7.2 Assignment of Contract. 105 This Agreement, including all of the Contract Documents may not be assigned by the 106 Contractor without the advanced express written consent of the Developer. CITY OF FORT WORTH Fossi( Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 005243-5 DeveloperAwarded ProjectAgreement Page 5 of 6 107 7.3 Successors and Assigns. 108 Developer and Contractor each binds itself, its partners, successors, assigns and 109 legal representatives to the other party hereto, in respect to all covenants, 110 agreements and obligations contained in the Contract Documents. 111 7.4 Severability. 112 Any provision or part of the Contract Documents held to be unconstitutional, void or 113 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 114 remaining provisions shall continue to be valid and binding upon DEVELOPER and 115 CONTRACTOR. 116 7.5 Governing Law and Venue. 117 This Agreement, including all of the Contract Documents is performable in the State 118 of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for 119 the Northern District of Texas, Fort Worth Division. 120 121 7.6 Authorityto Sign. 122 123 124 125 126 127 128 129 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). CITY OF FORT WORTH Fossi( Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 Docusign Envelope ID: 53F5642E-3D31-495C-BBB7-233B598FC9C1 005243-6 Developer Awarded Project Agreement Page 6 of 6 130 Contractor: North Texas Contracting, Inc By � � � (Signa rej Qeveloper: Coca-Cola Southwest Beverages LLC DocuBiened by: By� �Kty�S GaY'pa M.o�a � (Signature) Zach Fusilier (Printed Name) Title: Vice President Company Name: North Texas Contracting, Inc. Address: 7368 FM 2449 City/State/Zip: Ponder, TX 76259 09/23/2025 Date 131 Reyes Garcia Mota (Printed Name) Title: Vice President-Supply Chain Company name: Coca-Cola Southwest Beverages LLC Address: 5420 Lyndon B Johnson Fwy, Ste 800. City/State/Zip: Dallas Texas 75240 09/23I2025 Date CITY OF F�RT WORTH Fossil Creek FacilityExpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN-106359 Revised June 16, 2016 c Bond No. SU1213015 SEP 2 3 2025 00 62 'I 3-1 PERFORMANCEBOND Page 1 of 3 � 2 3 4 S 6 THE STATE OF TEXAS COUNTY OF7ARRAN7 sEcriory oas2 �3 PERFORMANCE BOND § � KNOW ALL BYTHESE PRESEN75: � 7 7hat we, North Texas Contractin� In� , known as "Principal" herein and g Arch Insurance Company , a corporate surety{sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the Developer, S�ca-Cota Southwe� 11 Beverages LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, 12 a Texas municipal corporation �"City"j, in the penal sum of, fiftv thousand six hundred and 13 _sev�ty four dQtlars anc�five cents ($50,674.05), tawfut money of the United Stafes, io be 14 paid in Fori Worth, Tarrant County, Texas for the payment of which sum well and truty to be 95 16 17 made jointty unto the Devetoper and the City as dual obtigees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Devetoper and City have entered into an Agreement for the construction 19 of community facitities in the City of Fort Worth by and through a Community Facitities 20 Agreement, CFA Number CFA25-0134; and 21 WHEREAS, #he Principal has entered into a certain written contract with the Developer 22 awarded the 23 day of September , 2p 25, which Contract is hereby referred to and 23 made a part hereof for all purposes as if futty set farth herein, to furnish all materials, 24 equipment labor and other accessories defined b� law, in the prosecution of the Work, 2b 26 27 28 including any Change Orders, as provided for in said Contract designated as Fossil Creek Facility Expansion Express CFA. NOW, THEREFORE, the condition of this vbligation is such that if the said Principal shatl faithfully perform it obligations under the Contract and shall in alt respects duly and CITY OF FORT WORTH STRNDARD CITY CONDITIONS— DEVELOPER AWARDED PROIECTS Revised January3l, 2012 Fossil CreekFecifityExpansion Express CFA CPN-906359 006213-2 PERFORMANCEBOND Page 2 of 3 1 2 3 4 5 faithfutty perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as welL during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become nult and void, otherwise to remain in full force and effect. 6 PROViDED FURTHER, that if any legat action be filed on this Bond, venue shatt lie in 7 7arrant County, l'exas or the United States District Court for the Northern District of Texas, 8 Fort Worth Division. 9 This bond is made and executed in comptiance with the provisions of Chapter 2253 10 of the Texas Government Code, as amended, and all liabitities on this bond shatl be 11 determined in accordance with the provisions of said statue. 12 IN WITNESS WHEREOF, the Principal and the Surety have 51GNED and SEALED this 13 instrument by duly authorized agents and officers on this the 23 day of September 14 , 20 25 . 15 16 17 18 19 20 ATTEST_ 21 /�� -- L� ; 22 (Principal) Sec tary 23 24 PRINCIPAL: North Texas ContractingJ�� BY: � � Signature Zach Fusilier. Vice President Name and Title Address: 7368FM 2449 P�11der. TX 762��.9 25 f ` �� _ 26 .i�j�_ �--� 27 Witness as to Principat CITY OF FORT WORTH S7ANDARD CI7Y CONDITiON� — DEVELDPER AWARDED PROJECTS Revised January 31, 2012 Fossil Creek Faci(iryExpansion Express CFA CPlV-1 D6359 0 0 � 2 3 4 5 6 7 8 9 90 11 12 13 14 15 16 17 9$ 19 20 21 22 006213-3 PERFORMANCEBOND Page 3 of 3 SUREIY: Az-ch Insurance Company BY• � G�CR.[.�,. `7'�'l .�-�,,,�% Signature _ � ��i�� itness as to Surety Robbi Morales, Attorney-in-fact Name and Title Addres5: 5005 LBj Freeway�, Suite 1400 Dallas, TX 75244 Tetephane Number: Z14/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from rhe by-taws showing that this person has authority to sign such obtigation. If Surety's physical address is different from its mailing address, both must be provided. The date ofthe bond shall not be priorto the date the Contract is awarded. CITY OF FOflT WORTH STANDARD CITY CONDITIONS - DEVELdP ER AWARDED PROJECTS Revised January 31, 20'12 Fossii Creek Faciliry Expansion F_irpress CFA CPN-106359 Bond No. SU1213015 006214-1 PAYMENT BOND Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 92 13 14 15 16 17 THE STATE UF TEXAS COUNTY OF TARRANT SECTION 00 6214 PAYMENT BOND § KNOW ALL BY THESE PRESENTS: � That we, North Texas Contractin� Inc, known as "Principal" herein, and Arch Insurance Company , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are hetd and firmly bound unto the Developer, �a-Cola Southwest Bevera�es LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of tjf� thc�us�nd_�ix. h�rtdre_�_�sd ��v�n�� fQ�r d_Ql_l_�rs�p_c�_fi.Ve _�_eLtt.� ($50,674Ab}, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum welt and truly be made jointty unto the Developer and the City as duat obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents• 18 WHEREAS, Devetoper and City have entered into an Agreement for the construction 19 of community facilities in the City of Fort Worth, by and through a Community Facilities 20 A�reerr►et�t, CFA Number CFA25-0134; and 21 WH�REAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 23 day of September , 20 25 , which Contract is hereby 23 referred to and made a part hereof for alt purposes as if #ully set forth herean, to furnish atl 24 25 26 27 28 materiats, equipment, labor and other accessories as defined by law, in the prosecution ofi the Work as provided for in said Contract end designated as Fossif Creek Facility Expansion Express CFA. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principat shali pay all monies owing to any (and all) payment bond beneficiary {as defined in Chapter CITV OF FORT WORTH STANDAFD CITY CONDITIONS— DEVELOPER AWARDED PROIECTS Rev(sed January 31, 2012 � Fossif Creek FaciiityFxpansion Express CFA CPN-106359 006214-2 PAYME�JTBOND Page 2 of 3 1 2253 of the Texas Government Code, as amended} in the prosecution of the Work under #he 2 Contract, then this obligation shaLt be and become null and void; atherwise to remain in full 3 force and effect. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 5 of the Texas Government Code, as amended, and all liabilities on this bond shall be 6 determined in accordance with the provisions of said statute. 7 IfJ WITNESS WHEREOF, the Principat and Surety have each SIGNED and SEALED 8 this instrument by duty authorized agents and officers on this the 23 day of g September , 20��. PRINCIPAL: ATTEST: �--��"_�� (Principal) Secretary �� Witness as to Principal . .� �• � BY: �/1� ✓� Signature Zach Fusilier, Vice President Name and Titte Address: 7368 FM 2449 PONDER, 7X 76259 CIN OF FOFT WORTH Fossi! Creek Facility Expansion Express CFA STANDARD CI7Y GONDITIONS— DEVELOPER AWARDED PROJECTS CPN-706359 Revised January 3 i, 2012 006214-3 PAYMENT60ND Page 3 of 3 ATTEST: � ��,��4 � jSurety) Secretary J�� Witness as to Surety 1 SUREN: Arch Insurance Company av: �a�4.�`7n �-� Signature Robba Morales, Attorney-in-fact Name and Title Address: 5005 LBJ Freeway, Suite 1400 Dallas, TX 75244 Telephone Number: 214/989-0000 2 Note: if signed by an officer of the Surety, there must be on file a certified extract from the 3 bytaws showing that this person has authority to sign such abligation. If Surety's physical 4 address is differentfrom its mailing addre5s, both must be provided. � 6 The date of the bond shell not be prior to the date the Contract is awarded. 7 0 END OFSECTlON CiTY OF FORT WORiH Fossi! Creek FacifityExpansron Express CFA STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised January 31, 2012 Bond No. SU1213015 D06219-1 MAINTENANCE BOND Page 1 of4 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT S�CTION 00 6219 MAINTENANCE BOND � � KNOW ALL BY THESE PRESENTS: � 8 That we NQrth Texas Contracti Inc. , known as "Principal" herein and 9 Arch Insurance Com�any , a corporate surety (sureties, if more than 10 onej duly authorized to do business in the S#ate of Texas, known as "Surety" herein (whether 11 one or more), are held and firmly bound unto the Deveioper, Coca-Cola Southwest 12 Be�ter�ge_5_LL�, authorized to do business in Texas {"Deveioper") and the City of Fort Worth, 13 a Texas municipal corporation ("Ciry"), in the sum of fifty thousa�,�jx hundred se�er�y 14 four dollars and five cents ($50,874.05), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas, for payment of which sum well and truiy be made jointly 16 17 unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severaUy, firmty by 1$ these presents. 19 WHEREAS, Developer and City have entered into an Agreementforthe construction of 20 community facitities in the City of Fort Worth by and through a Community Facitities 2i Agreement, CFA Number �FA2�-0134; and 22 WHEREAS, the Principal has entered into a certain written contract with the 23 Developer awarded the 23 day of September , 20?5 , which 24 Contract is hereby referred to and a made part hereof for all purposes as if fully set forth 25 herein, to furnish ail materials, equipment labor and other accessories as defined by law, in 26 the prosecution ofi the Work, including any Work resulting from a duly authorized Change 27 Order (cottectively herein, the "Work") as provided for in said Contract and designated as 28 Fossik Creek Facility Expansion Express CFA; and CITY OF FORTWOfiTH STANDARD CITY CONDITIONS- DEVELOPER AWARDED PRQIECTS Revised January 31, 2012 Fossi! Creek Faciliry Expansion Express CFA CPN-106359 � 006219-2 MAINTEPIANCE BONO Page 2 of 4 1 2 3 4 5 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years afterthe date of FinatAcceptance of the Work bythe City ("Maintenance Period"); and 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 7 upon receiving notice from the Developer and/or City of the need thereof at any time within 8 the Maintenance Period. 9 NOW THEREFORE, the condition of this obligation is such that if Principal shatl 'I 0 remedy any defective Work, for which timely notice was provided by Developer or City, to a 11 completion satisfactory to the City, then this obtigation shal[ become null and void; 12 otherwise to remain in futt force and effect. 13 PROVIDED, HOWEVER, if principal shatl fail so to repair or reconstruct any timety 14 noticed defective Work, it is agreed that the Developer or City may cause any and �ll such 15 defeetive Work to be repaired andlor reconstructed with all associated costs thereof being 16 borne by the Principal and the Surety under this Maintenance Bond; and 17 PROVIDED FURTHER, that if any tegat action be filed on this Bond, venue shall tie in 18 Tarrant County, Texas orthe United States District Court for the Northern District of Texas, 19 Fort Worih Division; and 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 suceessive recoveries may be had hereon for successive breaches. 22 IN WiTNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALEQ this 23 instrument by duly authorized agents and officers on this the 23 day of 24 September , 2p�. 25 CIN OF FORT WORTH STANDARD CITY CONDITION5 - DEVELaPER AWARDED PROJECTS Revised lanuary 31, 2012 Fossi! Creek Facility Expansion Express CFA CPN-106359 Q06219-3 MAINTENANCE BOND Page 3 of 4 1 2 3 4 5 ATl-EST: 6 � .i`"� � � 6� 8 (Principal) Secretary g �� 10 �/j/ �� 1 � 12 Witness as to Principal 13 14 15 16 17 ATTEST: 18 .��t,�i'�.� �r�� -u-.— 19 (Surety) Secretary 20 21 22 23 24 �i�� _/--vL.�- . 25 itness as to Surety 26 PRINCIPAL: North Texas Con#ractin� Inc � , BY� �/j l �� Signature Zach Fusilier. Vice President Name and Titte Address: 73Fi� FM 2449 p�nder. Tex� 7625� SURETY: Arch Insurance Company 8Y: ��, j�`�,�� Signature Robbi Morales. Attorney°-in-fact Name and Title AddreSs: 5005 LBJ Freeway�, Suite 1400 Dallas, TX 75244 Telephone Number: 214/989-0000 CITY OF FORT WbRTH S7ANDARD CITY CONDITIONS — DEVELOPER AWARDED PROIECTS Revised January 31, 2012 Fossil Creek Facrfiry Expansion Express CFA CPN-706358 0 0062'19-4 MAlNTENANCE BOND Page A of 4 1 *Note: If signed by an officer of the Surety Company, there must be on fite a certified 2 extract from the by-laws showing that this person has authority to sign such 3 obligation. If Surety's physicat address is di#ferent from its mailing address, both 4 must be provided. 5 � �The date ofi the bond shall not be prior to the date the Contract is awarded. `7 Ci7Y OF FORT WQRTH Fnssil Creek Facifity Expansron Express CFA STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS CPN-7D63S9 Revised January 31, 2012 00456 T'his Power of Attorney limits the acts of those named herein, and they have no ae�thority to bind the Campany except in the manner and to the extent herein stated. Not valid for Nole, Loan, Le#er of Credii, Currency Rate, Interest Rate or Residential Ya[ue Guarantees. POWER OF ATTORNEY 1{now All Persons By These Presents: That the Arch lnsurance Company, a corporation organized and existing under the laws of tlie State of Missouri, having its principal administrative office in .Tersey Ciry, New Jersey (hereinafter referred to as the "Company") does hereby appoint: Don E. Cornell, Joshua Saunders, Kelly A. Westbrook, Mikaela Peppers, Ricardo J. Reyna, Robbi Morales, Sophinie Hunter, Tina McEwan and Tonie Petranek of Dallas, TX (EACH) its true and lawfiil Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceedina One Hundred Fi±�c Million Dollars i$ I 50.000.000.00 i, This authority does not permit the same obligation to be sp]it into two or more bonds In order to bring each such bond within the dollar limit of authoriry as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to al] intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in J ersey City, New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or the ExecuUve Vice President, or any Senior Vice President, of the Surery Business Division, or their appointees designated in u+riting and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authoi7ze them subject to the limitations set forth in their respective powers of attomey, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the na[ure thereof, and any such officers of the Company may appoint agents for acceptance ofprocess." This Power of Attorney is signed, sealed and certified by facsimile under and by authoriry of the following resolution adopted by the unanimous conseiat of the Board of Directors of the Company on August 31, 2022: VOTED, That the signature of the Chairman of the Board, tlie President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power ofattorney or bond executed pursuant to the resolution adopted by the Board ofDirectors on August 31, 2022, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Tesfimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 23rd day of March, 2023. ��`� Attested and Certified �, A ,�� Regan"�. Shulman, Secretary STATE OF PENNSYLVANiA SS COIINTY OE' PHILADELPHIA SS � `O WI(ft7RATE SF.A� 1971 � Mlssauri / Arch Insurance Company �� Stephen C. Ruschak, Executive Vice President I, Michele Tripodi, a Notary Public, do hereby cerrify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. � �«v�w�.►�u,ysw ' ,�....v_r ' •�C•; +�w+wae�i�' � _ ��!!� Mich !e 'podi, Nota�blic �� f� My commission expires 07/31/2025 CERTIFICATION I, Regan A. Shulman, Secretary of the Arch lnsurance Company, do hereby certify that the attached Power of Attorney dated March 23. 2023 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attarney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this _day of' , 20 �'^ /� Llf Re�Shulman, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. _�� PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: `� `�O Arch Insurance — Surety Division 3 Parkway, Suite 1500 t7C1KK�w►7E Philadelphia, PA 19102 � 5F'''4 t971 1(st4�ti To veri�v ['he authenticity af i'his Power afAttorneY. please contact Arch /nsurance Company at SuretyAuthentic archinsur Please refer ro the above named Attorney-in-Fact and the details of the bond to which the powe� is attached. AICPOA040120 Printed in U.S.A. IMPORTANT NOTICE TO ALL TEXAS PULICYHOLDERS Have a complaint or need help? If you have a problem with a ciaim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. Arch Insurance Group To get information or file a compiaint with your insurance company or HMO: Call: Arch Insurance Group at 1-866-413-5550 Toll-free: 1-866-413-5550 Online: ;��tu;/r°w�r,rvv.�r��; �trbusa,vs�z� Emaf4: cos►sumercomp4a4nts��aschcapseru'sces.tom Nlail: Harborside 3, 210 Hudson Street, Suite 300, Jersey City, NJ 07311-1107 The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 File a complaint: EmaiL• Mail: Consumer Protection, MC: CO-CP, Texas Department of Insurance, P.O Box 12030, Austin, TX 78711-2030 zTiene una queja o necesita ayuda? Si tiene un problema con una reciamacion o con su prima de seguro, Ilame primero a su compania de seguros o HMO. Si no puede resolver el problema, es posible que el Departamento de Seguros de Texas (Texas Department of Insurance, por su nombre en ingles) pueda ayudar. Aun si usted presenta una queja ante el Departamento de Seguros de Texas, tambien debe presentar una queja a traves del proceso de quejas o de apelaciones de su compania de seguros o HMO. Si no lo hace, podria perder su derecho para apelar. Arch Insurance Group Para obtener informacion o para presentar una queja ante su compania de seguros o HMO: Llame a: Arch Insurance Group al 1-866-413-5550 Telefono gratuito: 1-866-413-5550 En linea: htta:{1�rer,aw.arc?��-�ar�u�.carm Correo electronico: conseam�rcomaiai��'��aEehca��services.sam Direccion postal: Harborside 3, 210 Hudson Street, Suite 300, Jersey City, NJ 07371-1107 EI Departamento de Seguros de Texas Para obtener ayuda con una pregunta relacionada con los seguros o para presentar una queja ante el estado: Llame con sus preguntas al: 1-800-252-3439 Presente una queja en: Correo electronico: Direccion postal: Consumer Protection, MC: CO-CP, Texas Department of Insurance, P.O. Box 12030, Austin, TX 78711-2030 Rev. 7/23 PCM (Ed. 10 24) Manuscript 07 25 Page 1 of 2 �i REAT.�M�I�ICAN IHSURANCE GR4UP Enviranmerrtal Pollution/Professional Policy #PCME23547008 Endorsement No. 7 This endorsement, effective 12:01 a.m., 7/31/2025, forms a part of Policy No: PCME23547008 issued to North Texas Contracting, Inc. By Great American E&S Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DEFINITION OF INSURED AMENDATORY ENDORSEMENT —"ADDITIONAL INSURED" STATUS FOR SPECIFIC ENTITIES WHEN REQUIRED BY WRITTEN CONTRACT—COVERAGE B ONLY This endorsement modifies insurance provided under the following: PROFESSIONALAND CONTRACTING SERVICES ENVIRONMENTAL LIABILITY INSURANCE POLICY Section II. DEFINITIONS, Item P. INSURED, is deleted in its entirety and replaced with the following: P. INSURED means: 1. the FIRST NAMED INSURED; 2. any ADDITIONAL NAMED INSURED; and 3. any present or former director, officer, partner, member, employee, leased or temporary worker of the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED, while acting within the scope of his/her duties as such; and 4. any organization or entity, in existence at any time prior to the POLICY PERIOD, in which the FIRST NAMED INSURED has: (i) an ownership interest of fifty percent (SO%) or more; or (ii) control over the management thereof; and 5. any joint venture in which the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED is named as a co- venturer, but solely to the extent such FIRST NAMED INSURED or ADDITIONAL NAMED INSURED is liable because of its performance CONTRACTING SERVICES provided under such joint venture; and 6. solely with regard to Coverage B under this Policy and only when required by written contract, INSURED also includes: A. the client for whom the INSURED performs CONTRACTING SERVICES provided that such contract was signed by the INSURED and such client prior to the date the POLLUTION CONDITION first commenced. However, the client is included as an INSURED under this Policy solely to the extent that the client is found liable based upon CONTRACTING SERVICES negligently performed by an INSURED other than the client. No coverage will be provided for such entity's own negligence or strict liability; and B. any entity unrelated to the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED, provided that such contract was signed by the INSURED and the client for whom the INSURED performs CONTRACTING SERVICES prior to the date the POLLUTION CONDITION first commenced. However, such entity is included as an INSURED under this Policy solely to the extent that it is found liable based upon CONTRACTING SERVICES negligently performed by an INSURED other than such entity. No coverage will be provided for such entity's own negligence or strict liability. PCM (Ed. 10 24) Manuscript 07 25 Page 2 of 2 �'irREA7�qERfC,4h�: lN51}�iANCE GR44JP Enviranmerrtal Pollution/Professional Policy #PCME23547008 C. each entity listed below, provided that such contract was signed by the INSURED and the client for whom the INSURED performs CONTRACTING SERVICES prior to the date the POLLUTION CONDITION first commenced. However, each entity listed below is included as an INSURED under this Policy solely to the extent that it is found liable based upon CONTRACTING SERVICES negligently performed by an INSURED other than such entity. No coverage will be provided for such entity's own negligence or strict liability. Listed Entities: DPR Construction, A General Partnership ATTN DPR CCIP Administration 1450 Veterans Blvd Redwood City, CA 94063 McCarthy Building Companies, Inc. P.O. Box 100085-73 Duluth, GA 30096 Coverage for such client or entity under this Policy shall not exceed the lesser of the following amounts: (i) the Limit of Liability required under such written contract; or (ii) the applicable Coverage B Limit of Liability of this Policy. Notwithstanding Section IX. CONDITIONS, Item N. OTHER INSURANCE, and only when required by such written contract, the coverage afforded under this Policy for any person or entity who is an INSURED solely by reason of subparagraph 6. of the Definition of INSURED will apply as primary as to any other valid and collectible insurance available to such INSURED. All other terms and conditions remain the same. PCM 60 01 (Ed. 10 24) Pollution/Professional Policy #PCME23547008 2. the Minimum Earned Premium percentage set forth in Item 11. of the Declarations. M. MITIGATION PLAN - It is a condition precedent to any coverage being afforded under Coverage A.1. of this Policy for any CLAIM because of an act, error or omission in PROFESSIONAL SERVICES for which the Company has previously afforded coverage to an INSURED under Coverage A.2., that the INSURED fully implement the written plan for correcting the purported act, error or omission as approved by the Company. N. OTHER INSURANCE - Subject to Section VI. Limit of Liability and Self-Insured Retention, this insurance shall apply only in excess of the sum of the Self-Insured Retention amount stated in the Declarations and the applicable limits of any other valid and collectible insurance available to the INSURED, whether such other insurance is stated to be primary, pro rata, contributory, excess, contingent or otherwise, unless such other insurance is written only as specific excess insurance over the applicable Limits of Liability of this Policy. O. SEVERABILITY - Except with respect to the Limits of Liability, Self-Insured Retention, Exclusion 10. ("Insured vs. Insured") and any rights and duties assigned in this Policy to the FIRST NAMED INSURED, this insurance applies as if each INSURED were the only INSURED and separately to each INSURED against whom a CLAIM is made. Any misrepresentation, act or omission that is in violation of a term, duty or condition under this Policy by one INSURED shall not by itself affect coverage for another INSURED under this Policy. This Condition O. shall not apply to an INSURED who is a parent, subsidiary or affiliate of the INSURED which committed the misrepresentation, act or omission referenced above. SOLE AGENT - The FIRST NAMED INSURED stated in the Declarations shall act on behalf of all INSUREDs for the payment or return of premium, receipt and acceptance of any endorsement issued to form a part of this Policy, giving and receiving notice of cancellation or non-renewal, and the exercise of the rights provided under Section V., EXTENDED REPORTING PERIOD. Q. SUBROGATION - If the INSURED has rights to recover, from another person or organization, all or any part of a payment the Company makes under this Policy, those rights are transferred to the Company. The INSURED shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The INSURED shall do nothing to prejudice such rights. Any monies recovered as a result of subrogation proceedings shall accrue first to the INSURED to the extent of any payments it made in excess of the limits of liability, then to the Company to the extent of its payment under the Policy, and then to the INSURED to the extent of its payment of the self-insured retention. Expenses incurred in such subrogation proceedings shall be apportioned amongst the INSURED and Company in the proportion that each interested party's share in the recovery bears to the total recovery. However, the Company specifically waives any rights of recovery against any person or organization as required in a written contract that was fully executed prior to the commencement of the applicable CONTRACTING SERVICES or PROFESSIONAL SERVICES. (Page 22 of 22) PCM 66 04 Ed. 10 24 Page 1 of 1 �'irREA7�qERfC,4h�: INSIFRANCE GR44JP Enviranmertt8l Endorsement No. 5 Pollution/Professional Policy #PCME23547008 This endorsement, effective 12:01 a.m., 7/31/2025, forms a part of Policy No: PCME23547008 issued to North Texas Contracting, Inc. By Great American E&S Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. RETROACTIVE DATE(S) — COVERAGE SPECIFIC This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTING SERVICES ENVIRONMENTAL LIABILITY INSURANCE POLICY The INSURED and the Company agree to the following Policy changes(s): Item 8. of the Declarations, Retroactive Date, is deleted in its entirety and replaced with the following: 8. Retroactive Date (Only Applicable to Claims-Made Coverage Parts): 8. Retroactive Date(Only Applicable to Claims-Made Coverage Parts): A1. 12/16/2014 A2. 7/31/2017 A3. 7/31/2018 B. N/A C. N/A D. N/A E. N/A All other terms and conditions remain the same. GL Policy #EPP0448712 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS ADDITIONAL INSURED - AUTOMATIC STATUS AND AUTOMATIC WAIVER OF SUBROGATION WHEN REQUIRED IN WRITTEN CONTRACT, AGREEMENT, PERMIT OR AUTHORIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Additional Insured - Owners, Lessees Or Contractors - Automatic Status For Other Parties When Required In Written Contract Or Agreement With You 1. Section II - Who Is An Insured is amended to include as an additional in- sured any person or organization you have agreed in writing in a contract or agreement to add as an additional in- sured on this Coverage Part. Such per- son(s) or organization(s) is an additional insured only with respect to liability for: a. "Bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by the performance of your ongoing opera- tions by you or on your behalf, under that written contract or written agreement. Ongoing operations does not apply to "bodily injury" or "proper- ty damage" occurring after: (7) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the loca- tion of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage aris- es has been put to its intended use by any person or organiza- tion other than another contrac- tor or subcontractor engaged in performing operations for a prin- cipal as a part of the same pro- ject; and cluded in the "products-completed operations hazard", but only if: (1) The Coverage Part to which this endorsement is attached pro- vides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard"; and (2) The written contract or written agreement requires you to pro- vide additional insured coverage included within the "products- completed operations hazard" for that person or organization. If the written contract or written agreement requires you to provide additional insured coverage included within the "products-completed oper- ations hazard" for a specified length of time for that person or organiza- tion, the "bodily injury" or "property damage" must occur prior to the ex- piration of that period of time in order for this insurance to apply. If the written contract or written agreement requires you to provide additional insured coverage for a person or organization per only ISO additional insured endorsement form number CG 20 10, without specifying an edition date, and without specifi- cally requiring additional insured coverage included within the "prod- ucts-completed operations hazard", this Paragraph b. does not apply to that person or organization. 2. If the written contract or written agree- ment described in Paragraph 1. above specifically requires you to provide addi- b. "Bodily injury" or "property damage" tional insured coverage to that person or caused, in whole or in part, by "your organization: work" performed under that written contract orwritten agreement and in a. Arising ouf of your ongoing opera- tions or arising out of "your work"; or Includes copyrighted material of Insurance GA 472 09 18 Services Office, Inc., with its permission. Page 1 of 3 c� �. ��r x �, �� i � �, �}� Mray �F �r� �d�lio� of �n I 5� �dd I- Ci�rl1�! I��u��[I �t1d�t�1'E�1C Cf�2k 1�1- � IUtl�s �,r��i� aur a� 3��r �n��ing �p�a�i4n 5 or a�rsrrrg �r� �� r�o4kr w��k'; kh�n �r,P ph�a� c�r��ed. rr� �w�,tie �r �n �. �y in �ara�raph �#, � _�, aFtd��r Para- yy�yli �k_�_�_ �f�w�_ v�ll � f1�wCr. � p�h�s. i5 rep�a�ed �y ti� phras�e �r,s u,� vr� �f. 3_ ��ih re;p�ct k� t� ir��ane� a�f�r�ded t� kh� a�d,kl�„a I Ins�r� � 4e��r�bed In �ara� �r�ph ,��,� th� fpldQwan� �dditi�n�l �x�Gu- �i�n appli�� This �nsuTa��e does r�at appl� ia 'bod=1}� Ir��r;�, 'pr�a�,�i�r da�r.�y�' �r 'p�rs}ar��r and adv+ert��i+�g ir��r� af�s�ng a��t �+ �r�e ren�erin� �f. �r ti7� d�ilur� �� r�der. �n�r p�rqf��iqr�� r�:�it�lUr�l, �n�ir�e,�nn� �r sur+re�in� serv�i��s, inc�udin�- �, The pr�epar�n�, ap�no�rin� or fall� 60 �r�ar� �r ��ro�r�, rrraps. sl�� 1 raw.�n�s. �pin I�ns_ r�parl� su�e�+s, f�e�d �r0er�� chan�� or4er� �r 4r��- in�s an� �p�ifi��9i�n �; �r b, �u��rvi�ry, in��i�n, �rchi��G�u�l o r �rr�ineerirl� �ckiviCi��, Tha� exc�usi�r� app!i�s eVen if the clairti� ��Ir��k �r�y �r�sut�d 2�IE�e n�cjlig�r�� r �er �rra�g��flg Ir� �� 5up�r�is�or�, 17f�- inq_ �mp�oym�r�t, k{�inl�g �� fflOnrt��g C� �+qh�r� b� kh�t in��r�, if RFre 'pG�Urr�nr.�F wt�i�h �ause�d the 'bodd}� in�ur�r' or 'prop- �+ CI$lii�{��`� �t �F'1$ ��1'15� 44YIK�7 �a��d tlie '�rs�rtiaa �r�d �clv�ertlslr�g r��u- r�r. �nv�al�d �rte r�rrd�ric�g �f. �E th� ta�i. 4is� #� r�n��r, �ny �r�f�55i�n�l � r�h'I�c � lural� �r��'sneerin� � surv�e�rir�� serrices. � This Paragraph �, �oes n�C a�pl}� ta �ddi- Ci�r�ti31 �il ��r�;J s d�5�r�.��d � n F2�� d uli B_ �. AddiR�an� I ]r��ure�M - 9t�t� �� u��ntnfint� I A�er�3� O� 5ubdiMis��n �r R�libca! S�bdi- �r��i�n - Aubama�ic 5tatus �F►en R�qUfred En V�ri#k��v �ermi#� �r A�kh�riaa#ions 1. �a�#i�n I I • VYh� I� An Ins u rad i� aarrerrd�d :o anclud� a� an ac.�it �an�l i�- SUr�tJ �11j� 5�t� �� C�{]V�ilil'fl�ll:d� d�Lil1�'V � SU�NJiYsSIQfS �r �C1�•i�ICSI Sllb[11YISIOfS ��u haw� a�re�d In �riting i n a c o�rtr�cl. agreerrr��. perrriit vr �uRhv��ti�n to ��1 a� arr additi�r_ah In�ured flr� �h�� av�F�c�e P�r�. 5�tli �[�te �i ��re.r�iri�rli�l �c��n�y � 5ubdlalslafl c.0 p014t1[al 5��dfva51U11 Is a Il �d��RionaF In�r�o �r�l} wrth r�sp€�i ka ��- �e��ion5 p��frneC� �+ �u �� y�u� b�e� half f�r wh i�h th� slate �r ��rer�rnee�t�l ��tyr � �ut�tlivr�i��i # }a�likit�l �ubdivi- �1�11 I��d_ Ifl Wr��Gng. a C�ntrae� ag�c- m�n9_ perr��l or a uthor��Cioc� �, {h�[F� r��p�t1 t� Ch� Ir1 s�r�r��e a Ff�orde�l C� tfti� 2Q�iii'iorl�i i��+Cl� tl��tri��ci i�i ��'� gF�ph �.�.. lh�e t�llOw��g addttlUna+ e�[clu- �lo�,� aPP�3�� T�� n�uEanc� �s n�k app��+ k�: a� 'k��i� �n�ury`_ `pr�p�erh� �3in��e� Or 'per$an�i ��d �dv�eri:�in� ifi�u r�' �ri�- ir1� au4 �� op�er�tioehs perf�rm�tl ior 1#�� 1�der�l �overrim�n� stat� �r m�- �1�Cip311k�+; �r f�r. '��oiG� ��ur� or 'Pr�pert�1 oa+na9e' in�1�0�0 �ikhen �h� `prpdk�t5• c�rnpleke� �I�eraki�ns h��rd.' �, �:,� Ir��ur�nc�e a�r�� a addiq��nal in�uf�d� de�c�ih�d in P�ragrapFFs ,� an� ��: �� nl� a�plees tb Ilhe exten� pe�rnil�ed b� Idw � r1d 2_ V�I� r�� t� t�road�r il�ar� CYrat wY�acl� ��.0 ar� req�lre�.l b} i�e wrSkte� eo�rYtract. w�it- t�n ��re�:nent, Y�'rik#e� pe+rmi� Or wri5k�+1 ��jh�ri��ti�r� t� pr��+ad� t4�r S�,+Gh ��diliq�• al i�sur�d; �nd �� aaes na� aFply 1a �n� person, or�ar�i��- tiar�, stak�, ��,r�ratirr�r�i�l ��rr��r �r sub- �Ji1+�5�iofl �F p�l�tl[�f SuIxJIwI51on S�CI�iC��l�+ na�med a� a� a�d�lklanal In�ur�4 tar t�e �rn� �r�je�R in kh � �h�d�l� af � n �re- d�rsemenC add$d Co Chis C�nwera�ge RarC. �, 1�4'ikh �+esp�cL to the i n�ur�nce ai�ord�d 1� kh� �JdiRi��i�l i�1��s �I�S�tiM�� it� �'�r��r��ti� 1� �tl� B_. 1k1� i�ll0'vMi�g i5 ��J;J�d k� 5.ection IIE - �IITII� � �rY3U1"�rYC�� '�,� r�c� �re w� i;��y �n ber�it �f kn� a�;� 1:pn�l i��r� i5 1�� mpunk 4� in5�r�n��: 1. F��ir�d �j� �h� wrikbe� G�ntr��R� wri�k�n a�reem�nt, v�iCten permit of writL�n ��- ili�w`i��ki��1 �i�s�rib� i�i ��r��r��lit A_ 3r►d �.; �f �. ��rallalyl� �,n��r �he appal��y�l� Llmiks ot ir�suianc� �hvrvn i� ih� aeciar�tior��; rxh��never �� les� l�is en��rs�m�nk sFa�ll nart In��ea� Rh� apRb• ��bb� �i miS� �i In�ui�� h�wn i n�he I��c I�- ra[ions. �. S�G#ivr� 11� • �orrrrr�r�l�l �n�r�l Li�bllak� ��n �lili�n� � � �r�enti� Cv� ��d 1f}� i�lb�iny: Aut��#iC �4��i�lor�a� I n�� r�d P+�+k��n -�7i s��sur ant� d�pli�� r11y li lh� 'tx�d d�� i�J�- r;� �r 'vr�p�rtyr �I�r��' c��ur's4 or ��e 'p�r- sanal an� adv�er�:�� n�r�r� ��'�n�e Is � an• miCke�: 1. C�urin� th� �k}� peric�d; �n� Ir4�lu��S �p}right�xi m�i�rial �t Ir�Sur�rft� �A �� 1� �ervk�� h'I�e. �n{.. v►�ikh iR� p�errnls�l�n. �a�� oi J �L �'alic� R F.� �'Y'{]�� I � �, �vbs�4u�n9 1� ytio�r �x�cuaian af {h� wriC- t� �o��krae� or wr�i��ti �g re�emer�s_ �r tr�� IsS�.�an [ e�+ d w�'iCk� per�'�:Ik � r ti'�,`�CC�r� a W- kh�ri��1:�'�. ��GnhE`4 n �r3ray�r�4�'�5 �4, ��d �. F, �xc�p? wh a-� �, L•�law a�,p: �e s, kr� f n'k�vr. �c� is add�d tfl S��kI�I� I�+ - ��rr�rr�r�� r,�r�l Lla6il� �ae�di�ions, 5_ �tl�er Insu�sr�ce, 3;'�d SUD��CIe� �3�y p��1�5��t� ko ;�k' �onkr�ry: tiYhen �tfne� Addi�on�f In�ured C�rer�e Appltes �r� � Exce-ss � a�is Th:� �n54.r�n�,� i� pr�m�r� Sr� o�h�r in5�ir�r�� aw�d�h�e ta 1�e ��iti�n�l ins�r$d d��rib�d in F'ara�raph� �, a nd �� e�vc�pL: �� As atherw�s�e praMi�3ed i� ��+1 11� • �amm�r�i31 ��e��F�l L��Ilit� ��ndi- �i��s. 5_ OtFEer �r�suran��. �_ Excess In- s u ranc� �� vr an� �ther �ra��i an� coi�l�bl� ��s�r• a�� r�; i��l� 10 th� ��iai�n�l In��f�� 5 an �ddi[ianal �n�re� h� �tiachrri�n! ai �n �lid�r'S��i�r1a s� ��5�tli�r ir�s�a�rft� p�li[�+ tn�t as wr��n an an ��oc�ss �a�s. � n s�,c i7 �d�e, ihi5 in�Uf�nG � i5 315Ci �x[�5 � H �, The r0�bwln� i5 �d�� k� 5ecti�n IY -�om- rxra�c i�l �e n�rar �i��iMit� ��ndi�i�ns, 5, �'k�rtP I1i��M��1�4, ard sup�rsed�s an+{ provi- Si�� lU LI7�F �ur• L! �ry: Rrinti�r�r In�uF$n�� Wh�n R��uir�d By 1f1��kt- te� �ontracl, +�4gre,�naen� ��rm it Qr Au- #f�o rization Ex��p1 ��rn�n wr� p•�p �r��r�n�� a ry�ii� � i� khe �I�;m qr '��N' �n ��h�iF �f kh� at5d;��n�l in- �ured, this insu�acl�e is prim�ryr ia an}� aCher I�l�ur3r1�� r��l2k�l� t� ,h;e �Cid�i+��l�l �r1*�r�l ��se rl��o In �ara�rap�s � a,�,l B_ prc�rv�d�+tl �17�� 1. Tne additlonal Ir��ur�cl �s � N�m�� Ir�- �ured urr��r su�h �iher in5�r�n��; �n� �, 1�� h�v� �gE�d i n wr�ing in ��qaYtr�, a�re�rri�rat, pe,rmi! ar avth�ri�ari�n �e- s�tiL�d ir1 P�r�ejf��ali !� �r �- C�1�L Cli�� in- �Ur��C� Y�uld be pri�3ry;0 3flyr �CI7�f 1�5- s�.rrar�� +a�la�le 1a �r,e a��lti�nal Ir�� ur�, As u�d ir� ChiS �r1d�r5�ien�. wrap-up in5ur- ar�e� r��an� an� ir��..sranc� provlded by a��r�- ��at�cl �w�rav-u�ti �n�ur�;,rtic� ora+�r�m Rrima r� �r�d No n�ontri but�r� I r�suranc� 1�hen Required �yr Writber� Gorxlrac� A,Ir�$rrx��kF p$rr�iM �r �uki��riza'ki�� Fxc�p� wh�� -3�,-u p ir. ��i ra nca a�pl •� 4 t� th� �laiim �r 'sui[' �r1 �ehali ai lh� ad�iki�nal in- sur�d. �?til� �nsk.�rarrc� Is pr�mar� t� �rid will r3ak �k c�nknbukion fra�n an� ok�er i nsur�ne� �� I� bl� to kFr� t�fl�iri�n� I 1�5U r� ��S��b� I� F'ara�r�P�� A. �� , E�'��d� ��1: 1, The addF; ic�:a � in �r�� i� a hJa m�d In�- sured �nde� su�� [her insurar.�e; and �� Y�u kiaw� a�r�ee� in wri[ie� an a cflrrl�ac�, ��t�m�rli. p��riii� �r �u1'.hori��lioMM d�- sc�ib�d In Par3gr��.i7 � ar a, tha�ihG� In- �uran�e Mv�aur� b� �rir� �r� an� Muou�J rtiol �k r�r,kri��tian ir�pm ,�n�+ �I#��r InSUr• arrce availab4e �01he additi� na I ins�red. ,�s used irM Chi� �ndars�rnen[� �wrap-up insu�- �r�e� m�ar�� n�+ ir�s�rar�c� pr��i��ci by a��r�- S�h43'.{`J r�«0-:1r 5 i�1SLl�c��'�� Fr��r1 5�cti�n 13f - C�mm�r�r�l �eneF�l Liabilit� Gor�didan�, �, Transf�r �f Ri�F�ts �F Re- �ox�en�r A�a i r��# �1� �� U� � ara�r�l�rl �v ihe additian ai Che fallaw;��: 1�'e w�itir�e �ny� ri�h[ �f r'ecoverf vNe ma� h,aV�e �g31f��i �li�+ ��d�lgo�l ir5sud� url�l�r C�1is �M�- da�se�r+e�t ag�ln st w�om �r�� 17�v�e agre�� tio w�iY� �UC n nght Of i�+eok'�rj' in ��rikken ��r�• 1i��k, wri�b� �gr�emere'I, tiwikk� I�errr�ik Dr Y+�k• 1,en auth�ri��[ion h�e�a�s� of paym�nts w�e m��e M1or iC�j�r� � rt��frY�t�� r�slrl� ��l �f }��+..�t �n�aing �p�r�t�ons ar �,r�ur w��' �ane under a 11��ikt�n �kr��t. wfiCL�n a[jre�m�nk_ wrilte�l p�emil �r �ri�#� ��thpri��tiq�. H�t�r, p�r ri�h[s �a� onl� be wa iwed prinr [� the 'a��r- ��,�e- ��rir�y r�� ta tn� r,ti��r� �r r�arn�� r w171�h r�e m�l€e pa�rm�nk s�r�eier iltiis ��ver�g�e Pa�k. The ms�red musE do �okh�n� �P�er a i��s 1q imp�_r ��r rigFN1�. A1 Gur r�q�;�5k, 1�� in5ur��1 v+�ill hFirx� `sui[" or Lransfer Chose ri��rts Co �s ar�d �I� �s �io�rc� �I��s� rig#�ts, Ir��lud�s �p}righk� m�t��l �t Ir�Sur�r1[� � �� 1� �erv�c�� dti�e. �n�., �rlth IR� p�err�lssl�n. �a�� oi � f''G'tICY �;'�VI�ER C�w��71� C��I�R�� N�R�. �IA�I�ITY �� 1DL�4i� 1'FIC� ENO�i��fVl��i�'�I-1�4l��`a� ��IE P��I�Y, PLEA$E F��k�� AF��I.ILL�I, ��IT��N�L Ih1��F�E� - ��IEFt�, L��E�� F� ��NTF��4�T�F�� - ��1��,��7 �EI��I� �� R��l�I�ATl�N i Y�s�rid�erTS�H'il i�Clin�&,rl�.ar�rl�e �'rrrid�l ur7[.ler S� IDII�xrMrig ��71J1M��I�L �N��#AL LIA�IL'rY ��'�.+�� lU�7 �HEa�L� Narrre �#A�dr�an�E In�ueed ��r�n{�� r �r�r��z�rki�n�� LacsrthantsM �f �Ca�+er�rJ �p�r�ti�ns 1�,+�1Vd�E T,� F��UI F�E� �Y ��rT� i"I I��rd ��N1�F�A�T AF+iY��LL L�C � 1 I J�l� R E�4� f�E � �iY Y�ITTEN ��ITR�T fiF�i'�'�� F��1�CT� RE�I�IR�D �Y �IfiTEN �Q�ITF�,4�T I r�f�rlSi�C�r� requ�� C� �7'��e�� It�i� ��l.ie. f} noi s1�la+Vn at�. u�'�I I t� �[a�+m �r� if'� C�la r�fG �15. � S�e�nn II = Wh� Is aArt I rrsu r�d I� ��nefl�� 1� 8_ �2r� r�$I�c# 1� #kr� �rss�.��R� aFio rcl� �� tl� inciude a� an a,dd�lima: i�s�-ed ihe pers�arr�a] addit��nal irrsueds, 1#'� t�la4'+�+�9 addili�ariel �r �r��nit�rCion�s� �h�x�+r. iri '�� 8��tlu�e, hui exdu�ivns �p�. �5h� V,�iih ��d C� Il�bll�l�+ h][ �lilw i�5au�'� '�Op�f�+ d8��" �F "pe�Gr� I�fld B�Y��II�� T lii� ins�rar�e do�� nQ[ ��I�r �o "bbddy i�ijur+f . inj;�r,�- c�us+�i, ir� �I� �r �n �ar1, r�+� or "�r��ert�' �ar,��' c�caxrrfl� ��ler. 1��r �;1� � [srn�5+o�� 2. Th� �� r �r.-d�i�n� � th�� I�� R �}�ur behalf ifl �he peri��marroe aF your angaing ape�aticxrs ��r �lli� �ddiC�arw� u�sured(s� a� Crre I^�iiur�:(s} if�l�t�d ak'a��. H�w�. q, �Th� ir��r$r� a� �II��.I� t� �Iti �tl �h�r�h �+�sur�o oa71�r ap�li�s ta the �xd��t �r�,vtt� �-� I�. and �. I� r�v�a[ae pmv�1� lo I�re �iii�nak ir��r�d is nequ irr�d bk ��n[rad r�f agr�ement, the ir��anoe aifarded la aud7 ��I�Yt�l�I i��u��d tivdl ��I b� b�]�d�� lh�ri Cha�C vu�C� �or1 8 re fr�[� ulred b'y I�+e �'tCr�l �r agr��r�enl s� �ro�nd� f�r s�h �d�'Iicx�aM insur�d 1, A�i wa�k, ��lud�r�� r.�al��ha� �rFa or eq��rt fumMsh�d irr cor�r,�lan w�t� 5E� w�rk. �re kh� 4��11eQ (Dih�r f7�� r� �e�vic�, rr�airA�nanae �r repairs� t� h�e pe�orrrwed b� �� ,n h�hal� �a� ili� �dd�fion�l �F�S��+d;s� 81 kh�ti I�C�Ri�I �� 1�5C �� C�i a►'�ral��ns ha� b�en a�om�r�ke�; �r 2. �rs�l o�or�i�n af '�our �+a rl�' ou t�t x�#wc#i th� in j�r�{ �r �rr,a�e �fi�es h�i k�n p� 1� �s ini�d�d use b� arry �er�on �r arc�nrr�tian a;r�e� Ihan an�th�r �n[ra dar �r $��tr�1�r t+r��tl �r, �rf�rr,i�r�� averaU�ns d�r a prir�aR�l as a parl o� I�c �a� �r�iec� �_ �Rh r�sl}e� 1� #h� ir�K�n�e afiorc� 1a th�� additionaM ansur�cfs. th� foll�rr:r�g is �dded Co 5�cti�n I II � Li rrr�ts �F I�n�ur� nce: 1� �wer�� ixc��r�i�d !Q ihe ad€:di�nal ir,�ur�d is M1��UIt�{.� � � �}litt� �f ��jfL'ttir"•�lil, ��kL r�.1�#� �� 0 1� 04 �� ns+.rranc� �er�lc��ifr�, �r�., �� p�g� 1 �� i�� *��a��s�� u�e wdl pa� on �elia lf �f th� �ddrl�on�� in�r�d fs I'1�' ��h10L1�1! Uf d1�l.lf�� F2�a.rred L*� 1#� a�nCra�L or��reert�t, �r. �. A�+811�k�1� i�142� II� ��pi�q[]I� Urrl�l� 01 �r�r�ran� s]iown � 1f�e C]�dar�aon�; wlhidi�rer � le�. This �r�d�r�rnerrt �ha d nat � r�tr��se Ilr� �ppl��.�bi� I�lilf� �f I�I�I��tiC7� �F1�V�1 qi IR1B �ClB�I�IS �� 0 �� #�'I� � kr�s�.�ra�c� �er�i��ific�,1rr.�., 2�?1 � R�g� � �f 2 f''G'tICY �;'�VI�ER F�P�:;Q�o? �� u. ��ir� ��L�4i� 1'FIC� ENO�i��fVl��i�'�I-1�4l��`a� ��IE P��I�Y, PLEA$E F��k�� AF��I.ILL�I, �#��IT��N�L Ih1��F�E� - ��IEFt�, L��E�� F� ��T��T�F�� - ��I�IP�.�T�� P�I�ATI��I� -f��s�rxiors�^ik�iC !n€:�;int�s ir��r�nc:� :��rid�Ni un;:t}i CI� �Il�x,�ri� �+1M�F��I�L C�N�I�#L LI1�BI�:TY ��E�,�� T RR �LJGT�i��jh�PL�TE C� �P�F�TI�I S LIJXBkLITY C�1iE R�E P,AR� �EIEDL�L� N�rne �fA�dih�r��l Irr51�r[�tl �er5�rl��j �r L��atian �rt�l ��ripti�ri �f C�rt�i�t�c! Drgar�iz�ti�n� O�r�#i�n� F�. ,�h �4F-f .�.5 RF �«I RF� ?Y ��TT�N �:�a! �TRAC:T �N �r�� i. L� AT i�^�JS .�Fk'�� IR� G FiY 4��R i—F r,� �cx� r�ACi HL�I#�E� �5 RE�I REa �Y 4��TTE�J �'��lTRA�T }��J`��}�LL �R�.�E�3� RE�UFREa �Y �f�R ITT��J �f�17 R#C:� Ifl�r�r�l�cx� ier��.�.r��l 1� r��7pl� ih�s��n�e�le. d n�! sh�vvt� $h�rrc, wr; l� sYr�•rn �� the I�dara�trons. � �C�017 �� - ��1� �S �Il �I'k�U f�� arnended to ir�o�de as a�n a�d�r�al i�s�r�d 111e pt rsor: (s� �r �� ii��d��n(s) 5h4V�5 ��1 thC �d'.�6LIIE, �IJI �flG�f ��IM re�D� Ro i�a�+lit�! �or ��ba�;ly �ry��.�r�' �r ��F��'! d�m�'9�" c��eeri n vsrl�.� qr i r Parl, b'�' '�rfl+.�f w�arl� al [he lomlian ti��r�1�d � IirtJ �� L�d �� Ih� 5��1 L of ih� �ndar�rn�nt pericxrr7� f�r iltiat adoi�onal ir�ur�d an� � n�t�� m Ikr� 'j�r��-��mpt�k�d �r��ion� h��r�� d�r �h,�n If�at v�hich Xq� �r� r�quir�.rJ Fr{ Ikr� corrl ra{! or a�reernerrt Cn �atnde Lor si�ch ��IdA i��l �ns+.�i �I . �_ ��d� res��t t� �Yr� � r�s�,ra rrr� �ilar0ed 1� LY��s� aaa��rraf � ns+..,�ea�, ih� f�nr�n� �s a�da�a ao �e�tior� all - Ltrrits �f Irrswr�r�o�; �� c��ra�,e Dr�wi�e� �o Ih� addrti�na� :nsure�d is r��,te� t�f a c�rrtr�� or �9r�e�rM, th� m45� ti++�� 1++'�II pag on beF�:F�� ihe additFnnal irrsur�d is I�e ar,-�ounl �5r i�i�r��. Hpw�r y, Th� �r�e,ura rx,� affvr��d 1� �uc� addrt�or�al irrs�ae� anlw apRal� ta ?he e�er11 �rrriiil�� F�+ F�v.� �rxi y _ F��r� b� II� �owttra�l �r ��t�rr�r,i, � �, �4v�il�hle tnd� �F'� a�li�k�l� Vr1ir1� r�f I�k�11f8[5C� S��1i� Ifl Vl� :�LC��f�C401'k� 2. EF �+BY��g� �:awr.i�cl �� tilt' a�L{Ih�r�al i�1�r11CJ�Jeilar 1$ sle� rr��r�❑ Is req�r� b� a oontrad or T�as �xr�4o�r.�r� s�ail n�t I�a��se I�e �pdxl�r�atyl� ��r�e mens , CFr� ir�s�anc� affar�ded ta LKnil� �i I ns+..�ar�oe �hvwn in � I� C��a�al�s� �h ac��l+onaC ir�e�r�d w�ll r�t k� �� 04 �� r�+..rranc� �er�lc��ifr�, �r�., �� p�g� 1 �M � GL Policy #EPP0448712 (b) Claims made or "suits" brought; or (c) Persons or organizations making claims or bringing "suits". (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible Amount shown in Section B. Limits Of Insur- ance, 9. Property Damage To Borrowed Equipment of this endorsement. The limits of insurance will not be re- duced by the application of such deductible amount. (b) Section IV - Commercial General Liability Conditions, 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit, applies to each claim or "suit" irrespective of the amount. (C) We may pay any part or all of the deductible amount to effect settlement of any claim or "suiY' and, upon no- tification of the action taken, you shall promptly reim- burse us for such part of the deductible amount as has been paid by us. 10. Employees As Insureds - Specified Health Care Services And Good Samar- itan Services Paragraph 2.a.(1)(d) under Section II - Who Is An Insured does not apply to: 1) Your "employees" who provide pro- fessional health care services on your behalf as a duly licensed nurse, emergency medical technician or paramedic in the jurisdiction where an "occurrence" or offense to which this insurance applies takes place; or 2) Your "employees" or "volunteer work- ers", other than an employed or vol- unteer doctor, providing first aid or good samaritan services during their work hours for you will be deemed to be acting within the scope of their employment by you or perForming du- ties related to the conduct of your business. 11. Broadened Notice Of Occurrence Paragraph a. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV - Com- mercial General Liability Conditions is replaced by the following: a. You must see to it that we are notified as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, no- tice should include: (1) How, when and where the "oc- currence" or offense took place; (2) The names and addresses of any injured persons and wit- nesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. This requirement applies only when the "occurrence" or offense is known to any insured listed under Paragraph 1. of Section II - Who Is An Insured or any "employee" authorized by you to give or receive notice of an "occur- rence" or offense. 12. Nonowned Aircraft The following is added to Exclusion 2.g. Aircraft, Auto Or Watercraft under Sec- tion I- Coverage A- Bodily Injury And Property Damage Liability: This exdusion does not apply to an air- craft you do not own, provided that: a. The pilot in command holds a current effective certificate, issued by a duly constituted authority of the United States of America or Canada, desig- nating that person as a commercial or airline transport pilot; b. The aircraft is rented with a trained, paid crew; and c. The aircraft does not transport per- sons or cargo for a charge. 13. Bodily Injury Redefined Section V- Definitions, 3. "Bodily injury' is replaced by the following: 3. "Bodily injury' means bodily harm or injury, sickness, disease, disability, humiliation, shock, fright, mental an- guish or mental injury, including care, loss of services or death resulting from any of these at any time. Includes copyrighted material of Insurance GA 233 TX 09 20 Services Office, Inc., with its permission. Page 14 of 17 GL Policy #EPP0448712 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS ADDITIONAL INSURED - AUTOMATIC STATUS AND AUTOMATIC WAIVER OF SUBROGATION WHEN REQUIRED IN WRITTEN CONTRACT, AGREEMENT, PERMIT OR AUTHORIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Additional Insured - Owners, Lessees Or Contractors - Automatic Status For Other Parties When Required In Written Contract Or Agreement With You 1. Section II - Who Is An Insured is amended to include as an additional in- sured any person or organization you have agreed in writing in a contract or agreement to add as an additional in- sured on this Coverage Part. Such per- son(s) or organization(s) is an additional insured only with respect to liability for: a. "Bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by the performance of your ongoing opera- tions by you or on your behalf, under that written contract or written agreement. Ongoing operations does not apply to "bodily injury" or "proper- ty damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the loca- tion of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage aris- es has been put to its intended use by any person or organiza- tion other than another contrac- tor or subcontractor engaged in performing operations for a prin- cipal as a part of the same pro- ject; and b. "Bodily injury' or "property damage" caused, in who/e or in part, by "your work" performed under that written contract or written agreement and in- cluded in the "products-completed operations hazard", but only if: (1) The Coverage Part to which this endorsement is attached pro- vides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard"; and (2) The written contract or written agreement requires you to pro- vide additional insured coverage included within the "products- completed operations hazard" for that person or organization. If the written contract or written agreement requires you to provide additional insured coverage included within the "products-completed oper- ations hazard" for a specified length of time for that person or organiza- tion, the "bodily injury" or "property damage" must occur prior to the ex- piration of that period of time in order for this insurance to apply. If the written contract or written agreement requires you to provide additional insured coverage for a person or organization per only ISO additional insured endorsement form number CG 20 10, without specifying an edition date, and without specifi- cally requiring additional insured coverage included within the "prod- ucts-completed operations hazard", this Paragraph b. does not apply to that person or organization. 2. If the written contract or written agree- ment described in Paragraph 1. above specifically requires you to provide addi- tional insured coverage to that person or organization: a. Arising out of your ongoing opera- tions or arising out of "your work"; or Includes copyrighted material of Insurance GA 472 05 20 Services Office, Inc., with its permission. Page 1 of 3 GL Policy #EPP0448712 b. By way of an edition of an ISO addi- tional insured endorsement that in- cludes arising out of your ongoing operations or arising out of "your work"; then the phrase caused, in whole or in part, by in Paragraph A.1.a. and/or Para- graph A.1.b. above, whichever applies, is replaced by the phrase arising out of. 3. With respect to the insurance afforded to the additional insureds described in Para- graph A.1., the following additional exclu- sion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, induding: a. The preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or draw- ings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exGusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hir- ing, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "prop- erty damage", or the offense which caused the "personal and advertising inju- ry", involved the rendering of, or the fail- ure to render, any professional architec- tural, engineering or surveying services. 4. This Paragraph A. does not apply to addi- tional insureds described in Paragraph B. B. Additional Insured - State Or Governmental Agency Or Subdivision Or Political Subdi- vision - Automatic Status When Required In Written Permits Or Authorizations Section II - Who Is An Insured is amended to include as an additional in- sured any state or governmental agency or subdivision or political subdivision you have agreed in writing in a permit or au- thorization to add as an additional insured on this Coverage Part. Such state or gov- ernmental agency or subdivision or politi- cal subdivision is an additional insured only with respect to operations perFormed by you or on your behalf for which the state or governmental agency or subdivi- sion or political subdivision has issued, in writing, a permit or authorization. 2. With respect to the insurance afforded to the additional insureds described in Para- graph B.1., the following additional exclu- sions apply: This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" aris- ing out of operations performed for the federal government, state or mu- nicipality; or b. "Bodily injury' or "property damage" included within the "products- completed operations hazard." C. The insurance afforded to additional insureds described in Paragraphs A. and B.: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract, writ- ten agreement, written permit or written authorization to provide for such addition- al insured; and 3. Does not apply to any person, organiza- tion, state, governmental agency or sub- division or political subdivision specifically named as an additional insured for the same project in the schedule of an en- dorsement added to this Coverage Part. D. With respect to the insurance afforded to the additional insureds described in Paragraphs A. and B., the following is added to Section III - Limits Of Insurance: The most we will pay on behalf of the addi- tional insured is the amount of insurance: 1. Required by the written contract, written agreement, written permit or written au- thorization described in Paragraphs A. and B. For the purpose of determining the required amount of insurance only, we will include the minimum amount of any Um- brella Liability or Excess Liability cover- age required for that additional insured in that written contract, written agreement, written permit or written authorization; or 2. Available under the applicable limits of in- surance; whichever is less. This endorsement shall not increase the appli- cable limits of insurance. E. Section IV - Commercial General Liability Conditions is amended to add the following: Automatic Additional Insured Provision Includes copyrighted material of Insurance GA 472 05 20 Services Office, Inc., with its permission. Page 2 of 3 GL Policy #EPP0448712 This insurance applies only if the "bodily inju- ry" or "property damage" occurs, or the "per- sonal and advertising injury" offense is com- mitted: During the policy period; and 2. Subsequent to your execution of the writ- ten contract or written agreement, or the issuance of a written permit or written au- thorization, described in Paragraphs A. and B. F. Except when G. below applies, the following is added to Section IV - Commercial General Liability Conditions, Other Insurance, and supersedes any provision to the contrary: When Other Additional Insured Coverage Applies On An Excess Basis This insurance is primary to other insurance available to the additional insured described in Paragraphs A. and B. except: 1. As otherwise provided in Section IV - Commercial General Liability Condi- tions, Other Insurance, b. Excess In- surance; or 2. For any other valid and collectible insur- ance available to the additional insured as an additional insured on another insur- ance policy that is written on an excess basis. In such case, this insurance is also excess. G. The following is added to Section IV - Com- mercial General Liability Conditions, Other Insurance, and supersedes any provision to the contrary: Primary Insurance When Required By Writ- ten Contract, Agreement, Permit Or Au- thorization Except when wra�up insurance applies to the claim or "suit" on behalf of the additional in- sured, this insurance is primary to any other insurance available to the additional insured described in Paragraphs A. and B. provided that: The additional insured is a Named In- sured under such other insurance; and 2. You have agreed in writing in a contract, agreement, permit or authorization de- scribed in Paragraph A. or B. that this in- surance would be primary to any other in- surance available to the additional in- sured. As used in this endorsement, wra�up insur- ance means a centralized insurance program under which one party has secured either in- surance or self-insurance covering some or all of the contractors or subcontractors perform- ing work on one or more specific project(s). Primary And Noncontributory Insurance When Required By Written Contract, Agreement, Permit Or Authorization Except when wra�up insurance applies to the claim or "suit" on behalf of the additional in- sured, this insurance is primary to and will not seek contribution from any other insurance available to the additional insured described in Paragraphs A. and B. provided that: 1. The additional insured is a Named In- sured under such other insurance; and 2. You have agreed in writing in a contract, agreement, permit or authorization de- scribed in Paragraph A. or B. that this in- surance would be primary and would not seek contribution from any other insur- ance available to the additional insured. As used in this endorsement, wra�up insur- ance means a centralized insurance program under which one party has secured either in- surance or self-insurance covering some or all of the contractors or subcontractors perform- ing work on one or more specific project(s). H. Section IV - Commercial General Liability Conditions, Transfer Of Rights Of Recov- ery Against Others To Us is amended by the addition of the following: Waiver of Subrogation We waive any right of recovery against any additional insured under this endorsement, because of any payment we make under this endorsement, to whom the insured has waived its right of recovery in a written con- tract, written agreement, written permit or writ- ten authorization. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such additional in- sured prior to loss. Includes copyrighted material of Insurance GA 472 05 20 Services Office, Inc., with its permission. Page 3 of 3 F'{'JLI�.Y #+IL]MBER'EPP O�l�l �F 12 �OMMEf��iAL �ENERAL LIr4BILfF� ��a �� THI� E�kD�E��MENT �HA��E� THE PO�.I�1�� L�i�� READ ET �AR�F�JL�.`�. �E�I�N�TE� ��N�TF��J�TI��I �R�,�E�T�� E�VEF��L ��F�E��4T� LIII�I IT Th�s endorsem��a mcdifies ir�r�n� pro�rided .�nder 1�� f�llawin€�: CDh�1M'ER�I�� EhERAL LIA�'ILffY ��'�}ERA�E ��R� �CH�pU�� D��igr�at�d Car��trr��tiarti Pmj�et�s�: @.�k�EL OF �EL6 C�A�a I �SC��BD' S ��NBTRU�'J�'I�L� �R��J3�'TS I r�iorm�ki�n r�rired 1a qprnRt�te� Ih�iS �dtie�ul�, iF nc,t �hou�i �!�r+r�. tuill b+� �4'�� In ih,e a�daraiu�r'i�. , . . . . . . �-.: . • • - A F� �rl �� kft� ir�sur�d b�me� I��{d- I� at,+l��e� k� �+� a� �am�g�s ��s� b�+'�� cuEn�-�;��' un�er $e#i�n I - ��'r�rag� }� �r�r: f�€ aIM m�edic�l e�ise�s �u�ed by acriderrls und�r �adi�n I-�owara�� whi�h �n h� al- U'ibuk� �rtil� k� �rt�r�� p�r�l+�e�$ �1 � �ir��l� de�i�n�rbe[� C�r�str��kl�n �xOje�k �1� �n 1�� :he.�du�e ��'+r�: 1, A �i�,r�t� �e�ign��d �qnS�'�G� �ro- pect �er�eral Aggragel� Limi! appli$s ta �.ad-� ��si+�n�l$d ooaisUtrcL�on prtss�rad_ and t CIi�C li�ik is �9�u�1 1� Cli� �n1�u�iC �f ��+ �a��'�I �r��k� Lrntirl �h�yr� I� ah� ��aarai�n�. �, Th� ��,gn#�d ��n�ru�lor� �� enera� A�grey�he Limit �e ihe rr►ast w� will pak far lFre �um o� all da�a��s �nder �o,r�r�g� 1� ��i �mag�s txsc�ru�+a crl' 'b��il� i�5��ry�^ �f "D�DD� ?�$f'i'I�' �5• cI�#d�d In �h� "Pr�du[��kP��l� �F�Fa' tions haxard', e nd for rnedi€�al ��ense-s und�r ��r�era�� C re�a�dl$ss �f ih� �um- h�r c��: �_ Rr�sut�+J s. b_ �fai� �n�� or 's�i�' bra��hR: or �_ P�r�r�s �r �r�artii�li�r�s rr��kir� CI�i�S Of C�ir�ir� �i1�', 3. +�n� �apm�nl� rna�� unc�r �'.�oa�x�� 4 Fq,r d�m$9� ❑F �r�der �o�rer�9e � f�r m�dir�l ex�en�e� �all re�Uae ihe E�es- i�naLed �nnstrudAon P�opa�t �eneral Ag- �rE��i� Lumil �# 1�1�t rt��r�5��d �i- S1�u�G�S pf��. �c�l D�'i��ks �HII npC r�'dU�� tF� C'��r� I A�r�g$k� L�mit �h�wr� iei 1Mtig DeC�r�ir�-is r�r �Ih l�i�r r��c�e �n�r�lr�r ��si�n$�� 4��#��r� �ro�e� �ner�G ,�99�9ak� Limi� f�pr $r'nf �1her �sign�hed �orrlruc#inr� proje�t shavMr� � Che S,hadul� ab�w$. � The limits sh� i+� lh� �e�laralians f�or E��li ��rr��irt�, D�m�g� �� K�ises F��n�d 7� 'ro� ar�� A��•c�� crikir�4� !� Appi�. H�'�'k'e�,�r, ir��d � �- in€� s.u�je�t G� 1E�e fie�ner�l �ggre�a�e Lirnii sha�wn in Cha �edaratioros, sudi Pim�ts wilM t]� subR[h':� k� Cli� �p�li�bl� a�S�g��d �o+�skrUc�� Rr�je�:# �ener8l ��r�aRe L�mi�. B, For �II �um� ut�i#7 th� in�r�d ��m�� I�g�- �� obiiget�� t� pay as da,meges �used G�+'oc- �urre�oe� vnd�r S�e�tion � - Cov+er�a$ � and is]r �II modi� �r.�� us�atl � ��.�id[�r�kS ,�r,Q�r �c�l�n I - �o3+�erag� �, whic� Car�n�k 4� �1[ri��t� �nly t� on�piex� �r�ti�g �1 a �n- gle designahed aar��lian pd-oje� sl�,ow�n in ilh� ��hadul� a�a+r�: +4rn}� �aYm$nCs r�a�e ur}d�r ��Yera�e +4 far d�m�g�� r ur��r C��rera�� C��r rr7�d�i �xp�r�s�� s�rtiali r��e krre ArrroWr�l Axr,iu�le �nd�r th� ��r�rsrl Ag- �regele �ic�it ar the F�raduc��rnplet$d �eratinr� l�gregaC� Lirr�il_ MVhi�-Fev$r is ��li�2bi�; �n� 2_ �v�li ��r�,r1Cs �#`�II r��k ��tlu[x'r �r'vy a�s- ��n�1�0 �`.o�3�x,�ll�n �nDj�t ��n�ral ,q�. gr�� Llrnit, �. �fien +�+r�r�9� f�r li�b�it�yr a�is.ir� �ul �f 1�� ,rodu�ls�orr��les�d �aii�r�s haxad" ia �roYide�, a'nY�+ayrmenas far damagas h�a��ae �� 5 �� d ��r�sur�r�aa �er�ic��Pr�. ��, z�� Pa�e � �f � C �� P�4i� i��1�4�87`1 � �f "�II� IRJLFI}�" � ��F�4�y� ��LS�" I��I�� ir� the 'p�radu��mpl�tad �la�iaris hazard" will �edua� 1he� Produds�orr�pleled �perati�vrxa +4g�t�� Lir'�C. �r�d nvC retfu�� l?1� ��r1�'�1 ��'�#� L.�� +�f kn� �i�fl�lk��1 ��n�r��c- t�n �r�j$ct �r+�r$1 Ag�1� 41r��t. E, L7, If th� $�I�r�,pl� d��n�i� �r�a1+-��n �x�,- jecl fias �er� abar�don�d, dele�e�, ar aban- d�r�� $� ih�n i��n�d, � �f �he �uRh�r�� aor�tra�lrng parties derria[e frnr�n pl�ns4 blue- �rinls� de�igrrs, �pe�i�i�liarx� �r tim�table�, 1F�� p�j��l rr�l slar 1w d��m�� ta be 1ri� � ��tr4�� proj�Gl. �� pf4��s1� � ��i��n MKM • L+m�i� � I�a+,X• a�� nat �Frenrri� rn�difi�d ��r thrs a��pr�- menl �all meitirx�e lo ap�l� ss s��ai,�d_ G� �5 �� r�s�r�r•c� �ervlc�a��ffii�. I,�, �� Pa�e � �f � ❑ F'{'JLI�.Y #+IL]MBER'EPP O�l�l �F 12 �OMMEf��iAL �ENERAL LIr4BILfF� ��a �� THI� E�kD�E��MENT �HA��E� THE PO�.I�1�� L�i�� READ ET �AR�F�JL�.`�. v��i�� E�VEF��L ��F�E��4T� LIII�I IT Th�s endorsem��a mcdifies ir�r�n� pro�rided ,�nder tt�e tallo�.+�ng: CDh�1M'ER�I�� EhERAL LIA�1�fT�' ��'�}ERA�E ��R� �CH�pU�� D��igr�at�d La�c�ti��sj: B�k�EL I��.AT3�� NBG ��k�NTBD �R LF�ASSD T� �R �Y T�IB HAldS� IH�4�2� I r�iorm$k� ��ingd 1a qprnRt�te� Ih�iS �d�dul�, �f nou 47�,+�rr �b��+e. will b� �hp�rw in 1�� stipr►�. I A F� �II �� kft� ir�sur�d b�me� I��{d- I� at,+l��e� k� �+� a� �am�g�s ��s� b�+'�� cuEn�-�;��' un�er $e#i�n I - ��'r�rag� }� �r�r: f�€ aIM m�edic�l e�ise�s �u�ed by acrid�rrls und�r �adi�n I-�ow�•ra�� whi�h �an be a�l- ia'ibuk[+c� �ily i� ��'�li�rk� �k � �ir��l� drt�ig- n�t�� '��li�n" Sh�"� In kh� ��dU�B �b��' +� s�D�$4� �s��naoe� L�cak�or� ��rai �J�J�Jt�� Lirrtit a�#pdi�� $� de�igr��1- ed "lar��ion", �nd t#�st limit ie equsl t� 9h� arr�nu�t af [h�a �arraral #�re�ai� Lirr�L ��w� ir1 Rf'� D�raCi0oti5. �. ThC� ��i�r��Go� L�]U�n G�1��1 ��r�� al� LIm�C I� 1ri� �� w� will p�� tor M�e s�m � �I� �m�+9� u�� r�9� � e�aoept dsmage� be�usa �f'bodil� injwf ar 'R�h� dama��' in�lud$d in ah�e "�r�lu�is�r,�rtip�r�t[ad ��Ci�a�s Yka��rd". �n� f+]r rn�d��a� �xp�r�� r�r �pvc�• �� r�rdl�� 1h� num��r �f: �, �n�re$�; b, �I�irr� r��d� �r `�.i�#+ b�4�4fi�; GF �. P�r�rtS � ��n�zQi�n� m$kir�g clsinrys or �rtirx�irrg 'sa.iiis . 3, An� paymenl� rrsa�e un�er �aw�rage ,� Fflr �amage� or urrder �overa�e � ior rli�tl�51 �xp,��5 5#1�11 f0�1�� Ri� E7��- i�n$ke� LOCx�kiCr� ��+�I ,�}{�ale L�rr�C ��r Ih�l �e�lgn�t�d "Iv+�tion". Surh P� m�n� �F�ail not r�du�e tha �en�ral Ag- a+e��te Limii shQwn ir� lFre Dedaraii�or�s ��r 5Y�1! Cf'�k r�du�3 �r1y �kf'I�r ��Si��Sal- � L�t1� K�1er�l �r�gaGe Limi� for ��y �1her ��I�fl�C�l '1p��" SF�� d� t#�� d�c�+l$ �4G�, �, TF� hmit� �hc�n+�t ir� t�-i� �wd�r�ti�n� f�r E�� O�oa�rrence, Dama�e Ta P�amises R$niad T� Y�u and hJl$d�cal E�anse �C�kir�u�r M� ��I�. hi�w�f, ir�1�d o! I�� IrI� �U�J�Ck �0 �e �e+'�+31 �g�k� �IrrH1 sF�u�n in tF� �er��rati�ns, �u� Pim,t� will he sub�ed� [a the �pplica�l$ Des�gneaed L�a�i�r� �erieral Ag4ragaGe LFm�L �_ Fflr all sum� �i�h th$ dn�r�d be�vm�s I�a3- iy �ligate� t� �a,a� a� eama��$ ��od tr�'�- c��oe�' u+�er �e�#�cx� � • �ov�rag� � ar� f�r �II m��ir.� �x�n� c�u�d �}' �q�ider�� und�r S.ecli�n �-�ovser$ge �, wt�ich rart�a�t be aRkri�usad �r�ly so oper�tions �� a�in�l� de�- n�l�[4 '�Od.�LiLkl' �ti�+.rti i� thv �c#l0�lu� �bOv�: �x1yr p�aYm�r1C� r�� u�dsrr ��V�r�gtr �k tar damage� or ur�er Cower$�� i�f m�Gip�l er�nS�� h�l� r�d�x� th,e e�nunt �vaiP�le �nd�r th� �,n�eral A,g- ��e�a1e Lir�iC �r 7k�� ProduGls-r�ompl�t+ad �r�Li� ,q��pp��k� �Ir�iM_ whi�#1C+v�` i� �Of��1�; �nt'J �. S,��n �rrrer�k� s�au naM red�c� $r►�+ a��• ig,n�d t�ti�n �r�r�+9,8uggr�g�a� �imit. �. �'� h�n +�+r�r$9� f�r I�fit',+ flris.ir� aul �f 1�e J'prrodu�ts�orr�ples�d �r-ati�r�s haxard" ia �roYide�. arni' P�yrmen�s �ar darnages hAcauae �f �dil}� ir+jurt}+' or "�r��'L}� d�t1��+";n�u+�d �� l�� '��4�uCt�•��D��kE�C1 �f�li� ; h��d" w►+rll r��u� 1h,� Pr��s-r��rxnple�� Alirn� AggrQ�el� Limit, ar.d nat fedvae 1�� 'rer�eral A�gr��al� Limat noF Ch� De�rgnase�d Lvcativn �C�r�l �1��]1� �ir��k. �� 5 0� �� d �IM1sur�r�� S�erv:�a��3Pfeaa� �n�, 2�0� Pa�e � �f � ❑ �L ��ki�y ��R�O�-4��12 a, F�r th� �,��rp�s� �f 11�i� �rrddr�rrrer�l, �h� p�fr�i#i�r�� e�#ion is emen�ded b}� the a�i- ti4n �f lFr� fvllowing definili+�r�: Z�calian" mearrs pr�m�es i�dknr� Shs s�rn-i� �rn or {�rreC4r1� I�t�, �r pC�brni£�Ct� w!'i��0 Ca]r�r+]c;- tinr� �s in��rr�pi�$ �nly� � � �tr�t, r��, v��rayr � righR�F way�f a radroad. �, The �raMisions of �a�c�on III - Limiis �'d Ic�sur- ano� �ot acFrerwiae rrao�di�i�e�d �� Chis enasase- m�ti1 �i�ll �ki�u� 1� �p,r.alyr ��L�p�l�1,�i G� �5 �� Ir��ur�r�[.� �ar�c��ffi�, F1�, 2�4� Pa�e � �f � ❑ E�P{��1� 1`�I� Eh1��1�k�A�T �F�� THE P�LI�1�- PL�� REA� IT �A#��F�LLY, ��IV��L�..��I�N �F� N�Nf��lE1��Al� ��f lJ� � �� rN �� r��r� � � ��i �� 11� S ��€�1t ��I'.;�� I��.�r�7 �ti�: � ��'�;1��J �-��' � 11'. � '.� ��wr. � j : BU�I AI� S�1At�� R$ �,b.� K�[� � P�L I�� L�IMS-�'I,�►�E ��€�ES� �ABLLI�Y ��VERAGE PART G�NIh1ER�.f�41 ALaT� ��lEF�AGE P�4FkT ��NI�IEI��K,41 �ENERALLaAB�L�fY��V�RA�E PAf�T ��M�IE.F��1 I�M��£LLA �M��M�ITY ��I��R�� P�T a�nrrE�r� ��c,�� i� EiE�T�t��ll� DATJk LI,4BILfTY �O'ti+EI�E P1LRT F�€C ES�', LIAB I�aTY �QIfERAC�E ��4FkT Ll�ll�R �dA�dL��4��I�E P�RT �w�� vr�a�� T ��r i�r� �r�aM��r� �� T P'��JT E��I � Il�14�Y ��1��A� � �r�T RR�DU�TSl��M��E�E� OPE�2�4TI�tiS ��'�1ER�� P�FkT R�t� �L�CT 1'1rIT H ��kA4'�AL �Q1�E F�ACE �ART P��FE��I�NA� LIA8ILITY ��VE#��E Pl�f P�i� F��I�NAL ��+I� FtE L..1. A L�AB��ITY ��+�FkA� � R�T P R� F��I�NAI. k�lwl� F�� dA��LITY ��1+I�� A�T - �LAI M�I4d��E F��41LR�1�� PR��TI�E LI�Bi�IT1� C��EFZAGE �,4RT UN�ER�'+R�klN� ST�E�A�,E TAN� ��LIC�' S+�H�D1�LH N�r�n� an�l �naFalr�g ��f��}s �T ��r�son(s] �r �,�j�ni��uorti��): 1} F�R V�`��M Y��J ,4�F R�QUiR� �j Ih1 A ti�yFi ITT�N GQ1V3F2A�.T TWiiT �'4�� GUfi�� hl QR AFT�R �HE EARLIER � TNE F� LL�I NG OA�S A THE EFFE�TIvE G+�TE �F TFqS PC?LI�`�'. �R B THE EFFEGTIY� aATE �F THE ORt�IfVIA� POLI�Y OF 1�H��N TI�IS F�Oc.IC�' IS A REh�EWAL �R �E�LA�EMENT, AN� 2.� �OR �'I-I�AI Y�LP �4Ft� I��{�JI�E� It�! THJkT S�fIME 1�4ff�il'�TEN �0#�li�Ar�T AS R�F'ER I��f} T� I�I 1}�6�V� T� F}'R�4RCE �AL'�Eli�4Tl�l �11�'fl�. r��rber or �y� rrat�ce ��tn�r tnarti r�npa�rm�t or premi�m}; 3� 1� I �,rr� cari��l �r ��r�r�w �I� p�ll��r i�r �r��r SC�kuC��l� p�trSh�L�d f�5�r1 okYr2r tl�an n�r�payrr��i ai pr�enium we wlll m a�i1 notl� e 1� ilti� p�r� � o�y�n�klan sh��n �n the S�h�i�l�. 4�e w�ll m�i� sW� M r��tic� ak 4�ask 1�� nurn��r o�f c�a�� ha•wn IR R�e S��e�u�e �etor� kh� ��k�v� daa� �f car_��ak�an af no�renewa I, �, �f w+e c��i k�� p�ilc� � r�r�pa�rr��rrk �i pr�m�um. � wiu rnail not��'� sr� p�er�on �r or�gaN�ats�rr sr�wn in �h� �i��4G�_ �+4� M,ritl rrr�i4 �� h r,Qkl�� t +�� T � � d�y� b�f�r� Th� �ff�ti�� k� �f ;� n��Il�Tipro. �, I t n�t�oe i� rn��l�, pr�f �� m�iGn� ��Fa� m�if ing �¢dr� �hpwn in kh� ��I� �all be 5+��[I�k pro�f �f not�c�_ p, I n n� �V�nt will �averarge �x�end beyand 1h� �aual �a€plraCian, t�rrninatiori oE �ancelf�tio€� p� tk�� palic�_ k� �G �� #� 1 � THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGECOVERAGEFORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 07-31-2025 Named Insured: Policy Number: EBA 044 87 12 NORTH TEXAS CONTRACTING INC Countersigned by: (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SECTION II - LIABILITY COVERAGE, A. Coverage, I. Who is an Insured is amended to include as an in- sured any person or organization for whom you have agreed in a valid written contract to provide insurance as afforded by this policy. This provision is limited to the scope of the valid written contract. This provision does not apply unless the valid written contract has been executed prior to the "bodily injury" or "property damage". AA 4171 06 20 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY INSURANCE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 1 Policy Number: o�r��r�ozs � EBA 044 87 12 Named Insured: i.�.�:ar.rl�f•[YK�7►�I:��ri.�Hi.�� Countersigned by: (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement_ 1. Noncontributorylnsurance SECTION IV - BUSINESS AUTO CONDI- TIONS, B. General Conditions, 5. Other In- surance is replaced by the following: c. Regardless of the provisions of Para- graph a. above, this Coverage Form's Li- ability Coverage is primary and we will not seek contribution from any other in- surance for any liability assumed under an "insured contracY' that requires liability to be assumed on a primary noncon- tributory basis. AA 4174 11 05 Auto Policy #EBA0448712 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 07-31-2025 Policy Number: EBA 0448712 Named Insured: NORTH TEXAS CONTRACTING INC. Countersigned by: (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. For the BUSINESS AUTO COVERAGE FORM, SECTION II - COVERED AUTOS LIABILITY COVERAGE, A. Coverage, I. Who is an Insured and for the GARAGE COVERAGE FORM, SECTION II - LIABILITY COV- ERAGE, A. Coverage, I. Who is an Insured is amended to include as an insured any person or organization for whom you have agreed in a valid written contract to provide insurance as afforded by this policy. This provision is limited to the scope of the valid written contract. This provision does not apply unless the valid written contract has been executed prior to the "bodily injury" or "property damage". AA 4171 01 24 Page 1 of 1 Auto Policy #EBA0448712 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGECOVERAGEFORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who is an Insured Pro- vision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective Policy No. 07-31-2025 EBA 0448712 Named Insured NORTH TEXAS CONTRACTING INC. Countersigned by (Authorized Representative) SCHEDULE Name of Person(s) or Organization(s): (If no entry appears above, information required to complete this endorsement will be shown in the Declara- tions as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who is an Insured Provision contained in Sec- tion II of the Coverage Form. CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Auto Policy #EBA0448712 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF SUBROGATION - AUTO This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 07-31-2025 Policy Number: EBA 0448712 Named Insured: NORTH TEXAS CONTRACTING INC. Countersigned by: (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. Blanket Waiver of Subrogation SECTION IV - BUSINESS AUTO CONDI- TIONS, A. Loss Conditions, 5. Transfer of Rights of Recovery Against Others to Us is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because of payments we make for "bodily injury" or "prop- erty damage" arising out of the operation of a covered "auto" when you have assumed liabil- ity for such "bodily injury" or "property damage" under an "insured contract", provided the "bod- ily injury" or "property damage" occurs subse- quent to the execution of the "insured con- tract". AA 4172 09 09 A�k� ��lic�+ ��A��1� �H�� N��R�E�I�1�� HA�I�� F�� 1�- �LEA�� f��4� �� AF�EF�ILLY. ��IM�F�1� �N � �I��I��NTF��`�� I N�U��F�� Tf�isentlor��rri�r�L!,7�xiih�a u�sur�n��r :�rok�id�J uiid�rr Llit f�al:vwirt�. BUSINESS ALJ�� C�I�EFxA�E F�F�I�I Th is �ndtar�a�7a�k �hz�flgti� L#�� ilr�,r �1�f�cL��r on 1he i�ic�pti�rl dals �f a� �lic} un�� n�'Ik��r dale is �ndi- +�aic4 belaw End��em�na Eff�ti��: �7-�1-�� F�plicyr fV�rrEti$r: ��A ��d�� 1 � IV�rr��tl Ir��uFsd: k�J�TH T��S G��TF��TIt�� I�J�. ��1k�si�n�d 4�- ��ulh�ri�� F�pt��lt�i�v�� V,��th r��l k� �,r�x�� pf��d� byr i�i� �d�r�arr��nl� i�� r�a�l�i�rs$ �d �� C�v�r�� F�r�m ��ly� �r�l�� rnodiF�d �� kh� e�4��m�n1 1 N�n��ri�ut�r+� In�ur�n�� SECTI�N 11f � BllSi�ES� hUT� G�N�Ia TC� N S, B C,-�n�ra! � ar�dilions, ��thef In, s�ran�e i� repla�ec� t�y 1h�� tr�llo�wi�7�: � R�g.ardl�s� �i' t}wa �r�risi�r�g a# �ara- �r�p� � �b��, th�s C�,r�� F�rr�ti�� I- abi�i� Cawe�ra�e � prirna�r an4 w•�e will r�l �ek �pe�kri��Gori �rorn �r��+ o�h'e� in, s�rance F�r anyr liability �ssurne� urrder �r1 �irasu7�i �r�i��c�L" that r�qwi� li�t�ili�� t� G� ��,r��d �r� � p,r�rri�r� n�r��- kri��rt�ory b��i� AA�1��11�� E�P{��1� 1`�I� Eh1��1�k�A�T �F�� THE P�LI�1�- PL�� REA� IT �A#��F�LLY, ��IV��L�..��I�N �F� N�Nf��lE1��Al� ��f lJ� � �� rN �� r��r� � � ��i �� 11� S ��€�1t ��I'.;�� I��.�r�7 �ti�: � ��'�;1��J �-��' � 11'. � '.� ��wr. � j : BU�I AI� S�1At�� R$ �,b.� K�[� � P�L I�� L�IMS-�'I,�►�E ��€�ES� �ABLLI�Y ��VERAGE PART G�NIh1ER�.f�41 ALaT� ��lEF�AGE P�4FkT ��NI�IEI��K,41 �ENERALLaAB�L�fY��V�RA�E PAf�T ��M�IE.F��1 I�M��£LLA �M��M�ITY ��I��R�� P�T a�nrrE�r� ��c,�� i� EiE�T�t��ll� DATJk LI,4BILfTY �O'ti+EI�E P1LRT F�€C ES�', LIAB I�aTY �QIfERAC�E ��4FkT Ll�ll�R �dA�dL��4��I�E P�RT �w�� vr�a�� T ��r i�r� �r�aM��r� �� T P'��JT E��I � Il�14�Y ��1��A� � �r�T RR�DU�TSl��M��E�E� OPE�2�4TI�tiS ��'�1ER�� P�FkT R�t� �L�CT 1'1rIT H ��kA4'�AL �Q1�E F�ACE �ART P��FE��I�NA� LIA8ILITY ��VE#��E Pl�f P�i� F��I�NAL ��+I� FtE L..1. A L�AB��ITY ��+�FkA� � R�T P R� F��I�NAI. k�lwl� F�� dA��LITY ��1+I�� A�T - �LAI M�I4d��E F��41LR�1�� PR��TI�E LI�Bi�IT1� C��EFZAGE �,4RT UN�ER�'+R�klN� ST�E�A�,E TAN� ��LIC�' S+�H�D1�LH N�r�n� an�l �naFalr�g ��f��}s �T ��r�son(s] �r �,�j�ni��uorti��): 1} F�R V�`��M Y��J ,4�F R�QUiR� �j Ih1 A ti�yFi ITT�N GQ1V3F2A�.T TWiiT �'4�� GUfi�� hl QR AFT�R �HE EARLIER � TNE F� LL�I NG OA�S A THE EFFE�TIvE G+�TE �F TFqS PC?LI�`�'. �R B THE EFFEGTIY� aATE �F THE ORt�IfVIA� POLI�Y OF 1�H��N TI�IS F�Oc.IC�' IS A REh�EWAL �R �E�LA�EMENT, AN� 2.� �OR �'I-I�AI Y�LP �4Ft� I��{�JI�E� It�! THJkT S�fIME 1�4ff�il'�TEN �0#�li�Ar�T AS R�F'ER I��f} T� I�I 1}�6�V� T� F}'R�4RCE �AL'�Eli�4Tl�l �11�'fl�. r��rber or �y� rrat�ce ��tn�r tnarti r�npa�rm�t or premi�m}; 3� 1� I �,rr� cari��l �r ��r�r�w �I� p�ll��r i�r �r��r SC�kuC��l� p�trSh�L�d f�5�r1 okYr2r tl�an n�r�payrr��i ai pr�enium we wlll m a�i1 notl� e 1� ilti� p�r� � o�y�n�klan sh��n �n the S�h�i�l�. 4�e w�ll m�i� sW� M r��tic� ak 4�ask 1�� nurn��r o�f c�a�� ha•wn IR R�e S��e�u�e �etor� kh� ��k�v� daa� �f car_��ak�an af no�renewa I, �, �f w+e c��i k�� p�ilc� � r�r�pa�rr��rrk �i pr�m�um. � wiu rnail not��'� sr� p�er�on �r or�gaN�ats�rr sr�wn in �h� �i��4G�_ �+4� M,ritl rrr�i4 �� h r,Qkl�� t +�� T � � d�y� b�f�r� Th� �ff�ti�� k� �f ;� n��Il�Tipro. �, I t n�t�oe i� rn��l�, pr�f �� m�iGn� ��Fa� m�if ing �¢dr� �hpwn in kh� ��I� �all be 5+��[I�k pro�f �f not�c�_ p, I n n� �V�nt will �averarge �x�end beyand 1h� �aual �a€plraCian, t�rrninatiori oE �ancelf�tio€� p� tk�� palic�_ k� �G �� #� 1 � �� X� utua WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Agent copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 7/31/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001120054 of Texas Mutual Insurance Company effective on 7/31/25 Issued to: NORTH TEXAS CONTRACTING INC NCCI Carrier Code: 29939 1 of 1 This is not a bill PO Box 12058, Austin, TX 78711-2058 texasmutual.com �(800) 859-5995 � Fax (800) 359-0650 �� Authorized representative 7/22/25 WC 42 03 04 B �� O � X� utua WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Agent copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 2. Notice will be mailed to: 30 PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 7/31/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001120054 of Texas Mutual Insurance Company effective on 7/31/25 Issued to: NORTH TEXAS CONTRACTING INC NCCI Carrier Code: 29939 This is not a bill PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com �(800) 859-5995 � Fax (800) 359-0650 �� Authorized representative 7/22/25 WC420601 Excess Policy #EX6Y45223125NF EXCESS (FOLLOWING FORM) EXCESS �FOLLOWING FORM> LIABILITY INSURANCE THIS POLICY PROVIDES FOLLOWING FORM COVERAGE AND WILL BE CLAIMS—MADE WHEN FOLLOWING CLAIMS—MADE "CONTROLLING UNDERLYING INSURANCE". PLEASE READ THE ENTIRE FORM CAREFULLY. Various provisions in this insurance restrict coverage. Read the entire contract carefully to determine rights, duties and what is and is not covered. Throughout this insurance the words "you" and "your" refer to the Named Insured shown in the Declarations and any other person or organization qualifying as a Named Insured under this policy. The words "we", "us" and "our" refer to the Company providing this insurance. The word "insured" means any person or organization qualifying as such under Section II - Who Is An Insured. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V - Definitions. SECTION I — EXCESS (FOLLOWING FORM) only be reduced or exhausted by the LIABILITY COVERAGE following payments: 1. INSURING AGREEMENT a. We will pay on behalf of the insured those sums, in excess of the "appli- cable underlying limit", that the insured becomes legally obligated to pay as damages to which this insur- ance applies, provided that the "controlling underlying insurance" would apply to such damages but for the exhaustion of its applicable limits of insurance. If a sublimit is speci- fied in any "underlying insurance", this insurance does not apply to damages that are in excess of that sublimit unless such sublimit is shown for that "underlying insurance" in the Schedule Of Underlying Insur- ance or the Schedule Of Controlling Underlying Insurance in the Declara- tions. b. This insurance is subject to: (1) The same terms, conditions, agreements, exclusions and defini- tions as the "controlling underlying insurance", except with respect to any provisions to the contrary contained in this insur- ance; and (2) Any additional exclusions not contained in the "controlling un- derlying insurance" that are contained in any other "underlying insurance". 2, (1) Payments of judgments or settle- ments for damages that are covered by such "underlying in- surance". However, if such "underlying insurance" has a pol- icy period which differs from the policy period of this Excess (Fol- lowing Form) Liability Insurance Policy, none of such payments can be for damages that would not be covered by this Excess (Following Form) Liability Insur- ance Policy because of its different policy period; or (2) "Medical expenses" incurred for bodily injury caused by an acci- dent that takes place during the policy period of this Excess (Fol- lowing Form) Liability Insurance Pol icy. If the applicable limit of insurance stated for the policies of "underlying insurance" in the Schedule Of Under- lying Insurance or the Schedule Of Controlling Underlying Insurance in the Declarations are reduced or ex- hausted by other payments, this insurance is not invalidated. How- ever, in the event of a loss, we will pay only to the extent that we would have paid had such limit not been reduced or exhausted by such other payments. DEFENSE OF CLAIMS OR SUITS C. For the purposes of Paragraph a. a. We will have no duty to defend any above, the applicable limit of insur- claim or "suit" regardless of whether ance stated for the policies of the claim or "suit" is for damages to "underlying insurance" in the Sched- which this insurance applies. ule Of Underlying Insurance or the Schedule Of Controlling Underlying b. We will have the right but not the Insurance in the Declarations can duty to associate in the investigation, settlement or defense of any claims XP 00 01 05 14 OO 2013 The Travelers Indemnity Company. All rights reserved. Page 1 Of 7 Excess Policy #EX6Y45223125NF for the health or safety of workers or the public. We do not warrant that con- ditions: a. Are safe or healthful; or b. Comply with laws, regulations, codes or standards. 8. LEGAL ACTION AGAINST US No person or organization has a right under this insurance: a. To join us as a party or otherwise bring us into a"suit" asking for damages from an insured; or b. To sue us on this insurance unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured. We will not be liable for damages that: a. Are not payable under the terms of this insurance; or b. Are in excess of the "applicable limit of insurance". An agreed settlement means a settle- ment and release of liability signed by us, by the insured and by the claimant or the claimant's legal representative. 9. MAINTENANCE OF UNDERLYING INSURANCE The insurance afforded by each policy of "underlying insurance" will be main- tained for the full policy period of this Excess (Following Form) Liability Insur- ance Policy. This provision does not apply to the reduction or exhaustion of the aggregate limit or limits of such "underlying insurance" solely by pay- ments as permitted in paragraph 1.c. of Section I- Excess Liability Coverage. As such policies expire, you will renew them at limits and with coverage at least equal to the expiring limits of in- surance. If you fail to comply with the above requirements, this insurance is not invalidated. However, in the event of a loss, we will pay only to the extent that we would have paid had you complied with the above requirements. The first Named Insured shown in the Declarations must give us a written no- tice of any change in the "underlying insurance" as respects: a. Coverage; b. Limits of insurance; C. Termination of any coverage; or d. Exhaustion of aggregate limits. EXCESS (FOLLOWING FORM) If you are unable to recover from any "underlying insurer" because you fail to comply with any term or condition of your "underlying insurance", this insur- ance is not invalidated. However, we will pay for any loss only to the extent that we would have paid had you com- plied with that term or condition in that "underlying insurance". 10.OTHER INSURANCE This insurance is excess over any valid and collectible other insurance whether such other insurance is stated to be primary, contributing, excess, contingent or otherwise. This provision does not apply to a policy bought specifically to apply as excess of this insurance or as quota share with this insurance. As used anywhere in this policy, other insurance: a. Means insurance, or the funding of losses, that is provided by, through or on behalf of: (1) Another insurance company; (2) Us or any of our affiliated insur- ance companies; (3) Any risk retention group; (4) Any self-insurance method or program, including any failure to buy insurance, or decision to not buy insurance, for any reason, in which case the insured will be deemed to be the provider of other insurance; or (5) Any similar risk transfer or risk management method. b. Does not include any "underlying in- surance". 11. OUR RIGHT TO RECOVER FROM OTHERS If we make a payment under this insur- ance, the insured will assist us and the "underlying insurer" in recovering what we paid by using the insured's rights of recovery. Reimbursement will be made in the following order: a. First, to any person or organization (including us or the insured) who has paid any amount in excess of the applicable limit of insurance"; b. Next, to us; and C. Then, to any person or organization (including the insured and the "under- lying insurer") that is entitled to claim the remainder, if any. Expenses incurred in the process of re- covery will be divided among all XP 00 01 05 14 O 2013 The Travelers Indemnity Company. All rights reserved. Page 5 Of 7 Includes copyrighted material of Insurance Services Office, Inc. with its permission. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1- Definitions and Terminology ......... 1.01 Defined Terms .............................. 1.02 Terminology ................................. Article 2 -Preliminary Matters ........................ 2.01 Before Starting Construction....... 2.02 Preconstruction Conference......... 2.03 Public Meeting ............................. � Article 3- Contract Documents and Amendmg ............................................ 3.01 Reference Standards .................................................................. 3.02 Amending and Supplementing Contract Documents ............... Article 4- Bonds and Insurance .......................................................... 4.01 Licensed Sureties and Insurers ........................................ 4.02 Performance, Payment, and Maintenance Bonds ........... 4.03 Certificates of Insurance .................................................. 4.04 Contractor's Insurance ..................................................... 4.05 Acceptance of Bonds and Insurance; Option to Replace Article 5 - Contractor's Responsibilities ........................................................................... 5.01 Supervision and Superintendent .................................................................... 5.02 Labor; Working Hours ................................................................................... 5.03 Services, Materials, and Equipment .............................................................. 5.04 Project Schedule ............................................................................................. 5.05 Substitutes and "Or-Equals" .......................................................................... 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)........ 5.07 Concerning Subcontractors, Suppliers, and Others ...................................... 5.08 Wage Rates ..................................................................................................... 5.09 Patent Fees and Royalties .............................................................................. 5.10 Laws and Regulations .................................................................................... 5.11 Use of Site and Other Areas .......................................................................... 5.12 Record Documents ......................................................................................... 5.13 Safety and Protection ..................................................................................... 5.14 Safety Representative .................................................................................... 5.15 Hazard Communication Programs ................................................................ 5.16 Submittals ....................................................................................................... 5.17 Contractor's General Warranty and Guarantee ............................................. 1 1 5 • ...................... 6 ...................... 6 ...................... 6 .7 .7 .7 .7 .9 12 12 12 13 13 14 14 16 16 18 19 19 19 20 21 21 22 22 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 ll- 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 FinalInspection ........................... 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 27 27 27 27 28 . . . . : . . . . 29 29 29 29 30 30 30 30 31 32 32 32 32 33 33 33 34 34 Fossil Creek Facility Expansion Express CFA CPN-106359 14.02 Computation of Times . 14.03 Cumulative Remedies .. 14.04 Survival of Obligations 14.05 Headings ....................... 34 34 35 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. 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-r�ule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized chaNter 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 �ight-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 enti�e and integrated written document incorporating the Contract Documents between the Develope�, Contractor, and/or City concerning the Work. The Contract supersedes p�ior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the cont�act and which must include the Agreement, and it's attachments such as standard constr�uction specifications, standard City Conditions, other general conditions of the Develope�, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b c. d. e. f. g• h. J• k. 1. m. n. o. p• q• r Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement Current Prevailing Wage Rates Table (if required by City) Insurance Accord Form Payment Bond Performance Bond Maintenance Bond Power of Attorney for Bonds Workers Compensation Affidavit MWBE Commitment Form( If required by City) General Conditions Supplementary Conditions The Standard City Conditions 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 Drawings Documentation submitted by contractor prior to Notice of Award. 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 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 other�wise defined, shall mean a Calenda� 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 cha�acter of the Wo�k 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 ser-vices for the Developer. 15. Final Acceptance — The written notice given by the City to the Develope� and/o� 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appuNtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements A part of the Contract Documents between the Developer and a Contracto�. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orde�s of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real p�operty, or personal property. 20. Milestone A p�incipal event specified in the Contract Documents relating to an inteNmediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Orde� A document, which is p�epared 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 o� an adjustment in the Contract P�ice 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, pNepared 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 unde� 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 pa�ticipation 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 exa�nples 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals A schedule, prepared and maintained by Cont�^acto�; of �equired 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 �ights-of-way, permits, and easements for access thereto, and such otheN lands furnished by City or Developer which are designated for the use of Cont�^actor. 32. Specifications—That paNt of the Contract Documents consisting of wNitten 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 Contr�act Documents by attachment or zf not attached, may be incorporated by reference as indicated in the Table of Contents (Division DO 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requiNements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instNuctions frorn the City and/or Developer and to act for the Contractor. 37. Supplementa�y 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 Cont�actor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wi�es, 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, othe� liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hou�s beginning at 9: 00 a.m. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire consti^uction 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 necessa�y to produce such constr�uction including any Participating Change ONder, Non-Participating Change Order, or Field Order and furnishing, installing, and incorporating all mate�ials 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 cont�ol of the Cont�^actor will permit the performance of the principal unit of work undenvay for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3— CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4— BONDS AND INSURANCE 4.01 Licensed Sureties and 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 qualiiications as may be provided Section 4.04. 4.02 Perf'ormance, 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 oflnsurance 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 L 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 2) $100,000 3) $500,000 each accident/occurrence Disease - each employee 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. L For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 3) $500,000 4) $100,000 Bodily Injury per person Bodily Injury per accident / 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Wark 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: Contractar 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 Insu�ance; 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the eXtent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or-Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Equal " Iteins: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph S.OS.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph S.OS.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section O1 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 o� Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph S.OS.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs S.OS.A and S.OS.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Cont�actor shall indemnify and hold ha�mless City and anyone directly or indi�ectly 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 Reimbu�sement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs S.OS.A.2 and S.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. 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 P�e-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 Subcont�actors, Suppliers, and Others A. Minority and Wornen Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 I�I ►1 Reauired 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 Wark 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 l lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the worlc, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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, Contr�actor shall indemn� 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 oN Nelating 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. ll 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 518, Contractor shall indemn� and hold harmless City, fi�om 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 sa 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 Wark 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Wark 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Prog�ams 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 speciiied 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 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; 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Wark 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 PNoject 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 Tla�iations 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 mare 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 Notzfzcation 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 Cont�act 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereo fl 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Wo�k 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 ar 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph S.lO.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 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 Contractar. 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 Co�rect Defective Wo�k 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 ll.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 Wark, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 WarNanty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Wark to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Contractar 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given ii 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 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 Fossil Creek Facility Expansion Express CFA Revised: January 10, 2013 CPN-106359 O1ll00-1 DAP SUMMARY OF WORK Page 1 of 3 1 2 3 PART1- GENERAL SECTION Ol 11 00 SUMMARY OF WORK 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 8 9 10 11 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 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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN-106359 Revised December 20, 2012 O1ll00-2 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 Wark shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 27 28 29 30 31 32 � c. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 33 34 35 36 37 38 39 40 41 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN-106359 Revised December 20, 2012 O1ll00-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN-106359 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 SECTION O1 25 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance ofproposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Speciiication Section or Drawing reference of originally speciiied product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Productexperience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the Ciry 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rej ected ii a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Wark to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above 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 speciiied 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 qualiry 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 Rej ected CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION O1 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held priar to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by Ciry for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives £ Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time £ 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 f£ Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013216-1 DAP CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION O1 32 16 CONSTRUCTION PROGRESS SCHEDULE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Speciiication 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 1. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration proj ects b. Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program proj ects d. Tier 4- Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Specifcation and herein. Large and/or very complex projects with long durations, high public visibiliry 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 013216-2 DAP CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the wark to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the Ciry, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially elitninate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll Ol 32 16 - 3 DAP CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on a11 data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the netwark will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but befare the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the Ciry. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the proj ect. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll Ol 32 16 - 4 DAP CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. W ere work is to be performed under this Contract concurrently with or contingent upon wark performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 013216-5 DAP CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Eacpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION O1 32 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification L Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the Ciry in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Wark or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f j Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 O13300-2 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 wark of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1 1 11 1: i 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 Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. 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'/z inches x 11 inches to 8'/z inches x l linches. 2. Bind shop drawings and product data sheets together. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 Ol 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identifcation of the product, with the Speciiication Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Wark or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Wark depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 Ol 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Wark such as: 1) Sections of manufactured or fabricated Wark 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated ar installed prior to the approval or qualified approval of such item. L Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 O13300-5 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. 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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 O13300-6 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 iinal 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 iinal 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 Contractar 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 Ciry 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 Ciry 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 Ciry'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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 Ol 33 00 - 7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups L Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Wark to be used on the Project. Remove at the completion of the Wark or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K8. Warking Days modified to Calendar Days CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August 30, 2013 013513-1 DAP SPGCIAL PROJ[iCT PROCEDURES Page 1 of 7 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 35 13 SPECIAL PROJECT PROCEDURES 5 A. Section Includes: 6 L The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 l. {Coordination with North Central Texas Council of Governments Clean 19 Co�2str�uctio�7 Specificatio�2 [r�eniove if �7ot requir�edJ} 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1— General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 27 l.2 REFERENCES 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 33 High Voltage Overhead Lines. 34 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 35 Specification 36 1.3 ADMINISTRATIVE REQUIREMENTS 37 A. Coordination with the Texas Department of Transportation 38 1. When work in the right-of-way which is under the jurisdiction of the Texas 39 Department of Transportation (TxDOT): CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-2 DAP SPGCIAL PROJ[iCT PROCEDURES Page 2 of 7 1 2 3 4 5 � a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines (more than 600 volts measured between 9 conductors or between a conductor and the ground) shall be in accordance with 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage-type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes or dippers 17 c. Equipment must meet the safety requirements as set forth by OSHA and the 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with power company 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 31 32 33 34 35 36 37 38 39 40 41 42 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 Ol 31 13 43 E. Water Department Coordination CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-3 DAP SPGCIAL PROJ[iCT PROCEDURES Page 3 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-4 DAP SPGCIAL PROJ[iCT PROCEDURES Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � c. d. e. f. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number A sample of the temporary water service interruption notification is attached as Exhibit B. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. 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 H. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. L Coordination within Railroad Permit Areas 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. L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean Construction Specification [if required for the project] 1. Comply with equipment, operational, reporting and enforcement requirements set forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-5 DAP SPGCIAL PROJ[iCT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safery, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-6 DAP SPGCIAL PROJ[iCT PROCEDURES Page 6 of 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: I THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 fra EXHIBIT B FORTWORTH �: DOE NO. XXXX Project Ilatne: rIOTICE OF TEMPORARY WATER SLRVICE II�ITERRLiPTIOrI DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN TFIE HOURS OF AND • IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 3 4 CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised August, 30, 2013 O1 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND 1NSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: L Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 O1 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 ar lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the Cit}�'s document management system. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 oi so 00 - i DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Speciiication 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised JULY 1, 20ll oi s000-z DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power seroice or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance ar health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised JULY 1, 20ll 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 L Contractor is responsible for maintaining dust control through the duration of the proj ect. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Wark from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised JULY 1, 20ll 015000-4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised JULY 1, 20ll 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a Ciry Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Priar to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 warking days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign L If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 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 CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures far Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Wark associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll Ol 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: L Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section O1 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the Ciry as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the Ciry Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll Ol 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section Ol 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised July 1, 20ll 015813-1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY A. Section Includes: L Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 015813-2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/a-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 Ol 58 13 - 3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log 1�7:r��►/:�ul Y�lulu/�:�•��]��O/�►[�'f�! 4/7/2014 M. Domenech Revised for DAP application CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 o i 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apps.fortworthtexas.�ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. L The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section O1 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 o i 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE � 10/12/12 D. Johnson Modified Location of City's Standard Product List � 4/7/2014 M.Domenech Revised for DAP application � 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the Ciry's website. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN-106359 Revised March 20, 2020 oi 66 00 - i DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 oi6600-z DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Wark or existing facilities and to maintain free access at all times to all parts of Wark and to utility service company installations in vicinity of Wark. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site priar to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 oi �o 00 - i DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: L Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractar's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Fossil Creek Facility Ezpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 oi �000-z DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings ar other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of wark for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Fossil Creek Facility Ezpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations far Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Wark performed and materials furnished in accordance with this Item and measured as provided under "Measurement" wi11 be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Fossil Creek Facility Ezpansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION O1 71 23 CONSTRUCTION STAKING AND SURVEY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. See Changes (Highlighted in Yellow). C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 1.3 REFERENCES 2 A. Deiinitions 3 1. Construction Survev - The survey measurements made prior to or while 4 construction is in progress to control elevation, horizontal position, dimensions and 5 configuration of structures/improvements included in the Project Drawings. 6 2. As-built Survev —The measurements made after the construction of the 7 improvement features are complete to provide position coordinates for the features 8 of a project. 9 3. Construction Stakin� — The placement of stakes and markings to provide offsets 10 and elevations to cut and fill in order to locate on the ground the designed 11 structures/improvements included in the Project Drawings. Construction staking 12 shall include staking easements and/or right of way if indicated on the plans. 13 4. Survev "Field Checks" — Measurements made after construction staking is 14 completed and before construction work begins to ensure that structures marked on 15 the ground are accurately located per Project Drawings. 16 B. Technical References 17 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 18 website) — Ol 71 23.16.01_ Attachment A_Survey Staking Standards 19 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 20 on City's Buzzsaw website). 21 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 23 Surveying in the State of Texas, Category 5 24 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section O1 33 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut-Sheets" conforming to the standard template provided by the City 36 (refer to Ol 71 23.16.01 — Attachment A— Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As-built Redline Drawing Submittal CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 2 3 4 5 6 7 8 9 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to Ol 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors or Developer's Project Representative are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 OS 23 and/or 33 OS 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As-Built Survey 1. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features 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 ar 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) W ter Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 2501inear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: (1) Minimum every 2501inear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) W ter Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 d) Fire hydrants e) Valves (gate, butterfly, etc.) � Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 31 INSTALLERS CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 A. Tolerances: 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 The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .O.lft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than O.OSft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre-established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD [ox] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibiliry to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3`d party contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 13; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS ; Added 31 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment secrions for Construction 2/14/2018 M Owen Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 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 Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised February 14, 2018 017423-1 DAP CLEANING Page 1 of 4 SECTION O1 74 23 CLEANING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 Ol 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Wark areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Priar to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 Ol 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 oi �� i9 - i DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION O1 77 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: L The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Wark or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 oi �� i9 - z DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section O1 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the Ciry will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Wark to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the Ciry, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Proj ect 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 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Fossil Creek Facility Expansion Express CFA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN-106359 Revised Apri17, 2014 � RONE E N G I N E E R I N G An RMACompany SUPPLEMENTAL GEOTECHNICAL ENGINEERING REPORT COCA COLA BOTTLING 3400 FOSSIL CREEK BOULEVARD FORT WORTH, TEXAS Prepared For: Clayco, Inc. 2199 Innerbelt Business Center Drive St. Louis, Missouri 63114 Attn: Mr. Josh Hiltabiddle November 2024 PROJECT N0. 24-29375 www. roneen�i neers.com R�NE E N G I N E E R I N G ' ti An RMR ComAany December 9, 2024 Mr. Josh Hiltabiddle Clayco, Inc. 2199 Innerbelt Business Center Drive St. Louis, Missouri 63114 Re: Supplemental Geotechnical Engineering Report Coca Cola Bottling Fort Worth, Texas Rone Report No. 24-29375 Dear Mr. Hiltabiddle: GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIALTESTING Rone Engineering Services, LLC. (Rone), an RMA Company, is pleased to provide this supplemental report to the subject geotechnical report prepared by Building and Earth Sciences, Inc., on April 26, 2024, and identified as report number DF240030. This supplement modifies and amends the original geotechnical report but does not replace the original report. As such, this supplement should not be held or used separately as a stand-alone report. If any discrepancies between non-amended portions of the original report and this supplement are perceived, Rone must be contacted for clarification and direction. We appreciate the opportunity to be of service to you on this project. We look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the final design and construction phases. Please contact us if you have any questions or if we can be of further assistance. Respectfully submitted, � Kofi YeboaJ� Project Engineer Texas Engineering Firm License No. F-1572 Ma Div DALLAS � FORT WORTH � AUSTIN � SAN ANTONIO � HOUSTON � KANSAS CITY 8908 AMBASSADOR ROW � DALLAS, TExns 75247 � TE�: 214.630.9745 Pa e 1. PROJECT INFORMATION .....................................................................................................................5 1.1 Site Description .................................................................................................................................5 1.2 Design Information, Conditions and Assumptions ..........................................................................5 2. PURPOSES AND SCOPE OF STUDY .....................................................................................................6 3. FIELD INVESTIGATION AND LABORATORYTESTING ...........................................................................6 4. GENERAL SITE CONDITIONS ..............................................................................................................7 4.1 Site Geology .......................................................................................................................................7 4.2 Subsurface Soil Conditions ..............................................................................................................8 4.3 Groundwater ...................................................................................................................................13 4.4 Detention Pond ..............................................................................................................................13 5. ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES .................................................................... 14 5.1 Geotechnical Analysis ....................................................................................................................14 5.2 Volume Change Potential of Subsurface ......................................................................................16 5.3 Seismic Site Class ..........................................................................................................................16 6. FOUNDATION SYSTEM RECOMMENDATIONS ................................................................................. 17 6.1 Ground Modification and Subgrade Treatments .........................................................................18 6.2 Excavation Safety Considerations .................................................................................................18 6.3 Foundation Structure .....................................................................................................................19 7. SITE PREPARATION FOR CONSTRUCTION ....................................................................................... 19 7.1 General ...........................................................................................................................................19 7.2 Existing Surface Grades ................................................................................................................19 7.3 Excavations .................................................................................................................................... 20 7.4 Subgrade Treatments to Reduce Soil Movement ........................................................................ 21 7.5 Site Preparation and Fill Placement ............................................................................................. 22 7.6 Select Fill ........................................................................................................................................ 22 7.7 Density Tests .................................................................................................................................. 23 7.8 Site Grading .................................................................................................................................... 23 7.9 Utility Backfill .................................................................................................................................. 23 7.10 Construction Observations .......................................................................................................... 24 8. BUILDING FOUNDATION STRUCTURE .............................................................................................. 24 8.1 Straight-Sided Drilled Shafts ......................................................................................................... 25 8.2 Lateral Design Considerations for Drilled Shafts ......................................................................... 26 8.3 Grade Supported Slab ...................................................................................................................27 9. PAVEMENTS .................................................................................................................................... 28 9.1 Rigid Pavement Design .................................................................................................................. 28 9.2 Flexible Pavement Design ............................................................................................................. 29 9.3 Pavement Base Course ................................................................................................................. 29 9.4 Pavement Construction and Maintenance Recommendations ..................................................30 10. REfAINING WALLS ........................................................................................................................30 10.1 Lateral Earth Pressures ...............................................................................................................30 10.2 Wall Drainage ...............................................................................................................................32 10.3 Wall Backfill .................................................................................................................................32 11. SITE COMPLEfION AND MAINTENANCE ........................................................................................ 32 11.1 Site Grading and Drainage .......................................................................................................... 32 11.2 Landscaping and Irrigation ......................................................................................................... 33 12. STUDY CLOSURE ........................................................................................................................... 33 13. COPYRIGHT 2024 RONE ENGINEERING SERVICES, LLC . ............................................................. 34 APPENDIX A Plate VICINITYMAP ................................................................................................................................................................................A.1 GEOLOGYMAP ..............................................................................................................................................................................A.2 APPENDIX B Pa�e BUILDING AND EARTH BORING LOCATION DIAGRAM, BORING LOGS AND LAB DATA ..............................................................B.1 ' -�-"JDIX C Pa�e IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ...................................................................C.1 RONE E��,.<<a ,�,� GEOTECHNICAL ENGINEERING REPORT 1. PROJECT INFORMATION 1.1 Site Description The planned project will consist of the design and construction of two building expansions on the northwest and east sides of the existing warehouse structure, a new detention pond, with associated paved parking and drive areas located at 3400 Fossil Creek Boulevard in Fort Worth, Texas. The existing site consists primarily of the existing warehouse facility on the west, a recycle and wastewater building on the southwest, and the fleet services building on the east with associated parking and drive aisles. A tabular summary of the site description is provided in Table 1 below. Table 1: Site Description Item Description Location 3400 Fossil Creek Boulevard in Fort Worth, Texas The project will consist of the construction of an expansion on the northwest and east sides of the existing building including an approximately 262,727 Project Description square foot East Addition Distribution Warehouse and 13,443 Northwest Can Storage Addition with associated paved parking and drive areas, and a detention pond to the south of the parking additions. The existing site the warehouse facility, a recycle and wastewater building, the Existing Conditions fleet services building, and associated parking and drive aisles with an open graded field to the east as part of the expansion. Topography The site is relatively flat and overall slopes gently down towards the southwest with minimal elevation difference across the proposed building footprints. Geologic Setting Undivided Pawpaw Formation, Weno Limestone, and Denton Clay (Kpd) Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of this report. Boring locations relative to the site plan are shown in Appendix B. 1.2 Design Information, Conditions and Assumptions The following design conditions were provided for this project plan. • Information about the project available within the Building and Earth draft report is generally accurate, unless specified otherwise • Two building expansions with footprints on the order of 262,727 and 13,443 square feet. • Concrete paving across the remainder of the property. • Based on the provided Google EarthO file, we understand the maximum anticipated cut depth to be less than 17 feet, and the maximum anticipated fill depth to be less than 4 feet within the footprints of the structures. • We anticipate the fill beneath the buildings will come from general site grading and understand the finished floor elevation will be around EL 648 feet. RONE ,� "� These provisions form the design boundaries for this report. This geotechnical study and report have been scoped accordingly. If any of these conditions are inaccurate, or if more information is required, Rone should be contacted for associated adjustments. 2. PURPOSES AND SCOPE OF STUDY The principal purposes of this supplemental report is to review the draft report prepared by Building and Earth, evaluate the general subsurface conditions at the project site with the data and information available within the Building and Earth draft report, and to develop supplemental geotechnical recommendations for the design and construction of foundations and pavements. Within the Site Development and considerations section of their draft report, Building and Earth recommended the proposed building additions may be supported by either underreamed shafts (belled piers) bearing within the fat clays at least 18 feet below finished grade, or straight-sided drilled shafts bearing a minimum of 5 feet into shale estimated between 24 and 39 feet below existing grades. For reducing the maximum PVR to 1-inch and 1/z-inch, two options were provided for each. Either a structural (select) fill option to remove and replace 5 to 7 feet respectively of existing soils with structural fill, or a standard moisture conditioning option of 6 feet with a 2 foot structural fill cap for 1-inch PVR, and 3 feet of moisture conditioning with a 6 foot structural fill cap for 1h-inch PVR. We have not provided recommendations for underreamed shafts due to the fissile and likely slicken sided nature of the "shaley" clay soils encountered affecting constructability. As the Geotechnical Engineer of Record serving this project, it is recommended that a Rone engineer provide assistance during the design phase to verify the intent of the geotechnical recommendations have been satisfied. In addition, Rone should be retained to provide oversight during the construction phase to verify full compaction utilizing the advanced engineering tools as discussed throughout this re po rt. 3. FIELD INVESTIGATION AND LABORATORY TESTING Field and lab data were collected by Building and Earth across a total of twenty-seven (27) borings advanced to depths of about 10 to 45 feet beneath existing grades across the proposed building RONE ,� "� footprints and associated proposed paving areas. The approximate boring locations, sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented in Appendix B extracted from the Building and Earth draft report. 4. GENERAL SITE CONDITIONS 4.1 Site Geology Based on the subsurface conditions encountered at the boring locations and the Geologic Atlas of Texas, Dallas Sheet (published by the Bureau of Economic Geology), the site appears to be located within the Pawpaw Formation, Weno Limestone, and Denton Clay, undivided (Kpd). The USGS Mineral Resources On-Line Spatial Data reference contains the following description of the referenced formations. Pawpaw Formation: The Pawpaw Formation consists of claystone, mudstone, and sandstone, with color varying from light olive gray to medium gray. The Weno Limestone, upper unit, is soft and chalky to hard and compact. The color varies from light gray to yellowish gray. The Denton Clay consists of alternating clay, marl and limestone. The clay is calcareous and ranges in color from yellowish brown to medium gray. The marl ranges from calcareous clay to limestone. The limestone is dark gray and weathers dusky brown. Weno Limestone Formation The Weno Limestone typically consists of upper limestone, middle alternating clay and limestone, and lower limestone units that thin southward from a thickness of approximately 60 to 25 feet. The upper limestone is light gray and yellowish gray, massive, soft and chalkyto hard and compact, and weathers gray to yellowish brown. The middle unit is olive brown to olive gray, mostly calcareous clay, massive, with lenses of sand-size shell debris and marine fossils. The middle unit thins southward and ranges from 15 to 45 feet thick. The light to medium gray lower limestone unit weathers to yellowish brown, is partly sandy, fossiliferous, burrowed to the south, massive, and progressively more resistant southward with a thickness of about 1 to 5 feet. Denton Clay Formation The Denton Clay typically consists of yellowish-brown alternating beds of clay and marl that weathers to dusky brown. The calcareous clay contains considerable shell debris, and is locally burrowed with RONE ,� "� irregular calcareous concretions, marine fossils, and clay units approximately 1 to 3 feet thick. The marl ranges from calcareous clay to very fine-grained clayey limestone and varies in relative composition throughout the unit. The limestone contains marine fossils in beds 2 to 7 inches thick that pinch and swell, but remain a relatively constant proportional thickness across the unit. 4.2 Subsurface Soil Conditions Based on the logs and laboratory test results from the Building and Earth draft report, we understand the site contains fill materials ranging consisting primarily of fat and lean clay soil materials extending to depths of about 1 to 9 feet below existing grades. Fat clay (CH) and Lean clay (CL) soils were encountered below the fill materials and extend to either the maximum depths explored or up to 39 feet below existing grades to the top of shale bedrock. Where encountered, the shale bedrock strata extends to at least the maximum depths explored within the remaining borings of about 15 to 45 feet. The results of the field and laboratory testing have been used to develop a generalized subsurFace profile of the project site. The boring logs in Appendix B should be reviewed for specific information at individual boring locations. Stratification boundaries shown in the logs represent the approximate locations of changes in types of in-situ materials. The transition between material types may vary between borings and be gradual and indistinct. Variations will occur and should be expected across the site. A generalized profile of the subsurface conditions atthe site is included in Subsurface ProfileAthrough D from the Building and Earth draft report on the following pages. SW A 655 - 650 - 645 - P-02 N Qu 225 6a0 - 2.25 2.5 635 - 3 4.5 BT=10.0 630 - � � z 625 - � � > w J w 620 - 615 - 6�0 - 605 - r:r�vn g-02 : _0� • � p1 � -OZ P-01 N Qu 2.5 3 2 4.5 4.5 BT=10.0 Kev to Hatches ,Asphalt �Fill �USCS High Plasticity Clay 8-� ' d ., � . �Weathered Rock �To soil �USCS Low a i� .�a p Plasticity Clay ?': :�:: q..�. a p: Concrete Shale a': ;�;: Site Map Scale 1 inch equals 580 feet B-01 N Qu 4.5 1.75 2.5 2 225 � 4.5 50 47 50+ NE A' - 655 7.3 B-02 N Qu — Z 2.25 z.zs 3.5 4 4.4 4.5 BT=20.0 B-03 - 6so N Qu �_ 3.5 3.25 - 5a5 2.75 17 - 640 4.5 - 635 26 - 630 43 � - 625 50+ _ - 620 50+ _ - 615 50+ — - 6�0 50+ — BT=4G.0 - 605 50+ �� 0 �� 0 50+ � BT=45.0 - eoo Legend Building & Earth Sciences, Inc. 8420 Sterling Street, Irving, Texas 76053 BT-Boring Termination, TPT-Test Pit Terminated AR=Auger Refusal, ER=Excavation Refusal Fossil Creek N-Standard Penetration Test N-Value Fort Worth, Texas Qu=Unconfined compressive strength estimate Q-A'• Subsurface Profile from pocket penetrometer test (ts� � SZ Water Level Reading at time of drilling. pROJECT N0: DF240030 I PLATE NO: A-1 I DATE: 4/1/24 1 Water Level Reading after drillinq. 0 95 ■ Horizontal Scale (feet) Vertical Exaggeration: 8.Sx GeDSectvn�cal, Enwrpr�menEal. ��id i`13[erials E+�g�neev'. SW B 655 - 650 - B-06 N Qu 2.75 6a5 - 3.75 3.5 5ao �3 4.5 635 - 5.7 � 630 - � 29 Z o BT=20.0 H j 625 - J W 620 - 615 - B-07 N Qu a: 4.5 4.5 4.5 1.75 3.5 4.5 2.6 BT=20.0 �� • �� ♦ ♦ �� 43 � a O �d �. O 50+ � ° .o �� a �. 50+ 50+ _ BT=4G.0 610 - r:ra� Kev to Hatches ➢': :>;: 4.�. USCS High ++ p Concrete Fill � p4 �-OS �-� Plasticity Clay o': :�:: d r.' 10 � Weathered Rock Shale To soil � -06 � o �� A p � Aggregate Base g o� � -�� o° Material • Site Map Scale 1 inch equals 435 feet • �� ♦ ♦ ' ♦ ♦ �� 11 B-10 N Qu 4.5 7 3 23 18 4] / 30 � a 0 �'` ° 0 53 � o [a \ O �� 5�+ _ 50+ 50+ — BT=4G.0 : � • �� ♦ �: ♦ ♦ � � � � ��. 50+ — 50+ — BT=4C.0 NE B' P-06 _ bss N Qu 2.5 a.s - 650 4.5 9 4.5 - 645 BT=10.0 - 640 - 635 - 630 - 625 - 620 - 615 - 610 - 605 Legend Building & Earth Sciences, Inc. 8420 Sterling Street, Irving, Texas 76053 BT-Boring Termination, TPT-Test Pit Terminated AR=Auger Refusal, ER=Excavation Refusal Fossil Creek N-Standard Penetration Test N-Value Fort Worth, Texas Qu=Unconfined compressive strength estimate B-B'- Subsurface Profile from pocket penetrometer test (ts� SZ Water Level Reading at time of drilling. pROJECT N0: DF240030 I PLATE NO: B-1 I DATE: 4/1/24 L Water Level Reading after drilling. 0 71 ■ Horizontal Scale (feet) Vertical Exaggeration: 7x GeDSectvn�cal, Enwrpr�menEal. ��id i`13[erials E+�g�neev'. NW C 6so — B-O8 N Qu 4.5 645 - z z5 9 1.75 640 - / / 45 / 635 - / 3.9 630 - 4.5 � � z 625 - / O j45 � o w o J / W ^ Q \ 620 - o 63 �'\ ° �� a 615 - ``\ \' ' � !�+ 610 - 'o+ — BT=4�.0 605 - � p8 \ g_04 g-o3 P-04 N Qu 4.5 2.5 2.75 4.5 4 BT=10.0 Kev to Hatches ➢': :>;: 4.�. USCS Low �,p9 ++ p; Concrete Fill Plasticity Clay o': :�:: �USCS High �Weathered Rock �Shale Plasticity Clay a : .5 \ �Topsoil i� . �a Site Map Scale 1 inch equals 360 feet . � . ♦ • ♦ ♦ �� ♦ ♦ ♦ ♦ ♦♦ � 1 : �• • ♦ �� : �� I � 65 /� a \. a �� $�+ _ 50+ — BT=4( .0 SE C' - 650 P-05 N Qu - 6a5 o; e: 1.75 1.5 1.25- 640 4.5 3 - 635 BT=10.0 - 630 - 625 - 620 - 615 - 610 'f1�}y Legend Building & Earth Sciences, Inc. 8420 Sterling Street, Irving, Texas 76053 BT-Boring Termination, TPT-Test Pit Terminated AR=Auger Refusal, ER=Excavation Refusal Fossil Creek N-Standard Penetration Test N-Value Fort Worth, Texas Qu=Unconfined compressive strength estimate �-�'• Subsurface Profile from pocket penetrometer test (ts� � SZ Water Level Reading at time of drilling. pROJECT N0: DF240030 I PLATE NO: C-1 I DATE: 4/1/24 1 Water Level Reading after drillinq. 0 59 s Horizontal Scale (feet) Vertical Exaggeration: 6.Sx GeDSectvn�cal, Enwrpr�menEal. ��id i`13[erials E+�g�neev'. NW D 6sz - P-07 N Qu eso - �.5 648 - 4.5 yae - 4.5 64a - 4.5 6az 42 BT=1(.0 � 640 — � Z O Q 638 — w w 636 — 634 — 632 — 630 — 628 — DP-02 N Qu 1.5 2.25 ` 225 11 27 50 � BT=15.0 { ,. � �, �_�g � a To soil i � p i �p9 � Shale SP�p2 SP�p1 �Limestone g�10 Site Map Scale 1 inch equals 470 feet P-09 N Qu 3.5 � 4.5 50+ 38 50+ BT=1(.0 P-10 N Qu j 4.5 / 4.5 % 4.5 50+ � j 50+ � BT=1(.0 P-08 N Qu 1.75 3 4.5 50+ � 4 BT=10.0 SE D' — 652 — 650 — 648 DP-01 _ 646 N Qu % �� 3 - 644 j 4.5 � - 642 % 4.5 % - 6ao 50+ �� ( a - 638 '�'` ° 0 50+ \" � - 636 0 �� — 634 0 �� 0 � — 632 50+ _ BT=15.0 - 630 — 628 Kev to Hatches Legend Building & Earth Sciences, Inc. 8420 Sterling Street, Irving, Texas 76053 USCS Low a BT=Boring Termination, TPT=Test Pit Terminated Fossil Creek Plasticity Clay . a' Weathered Rock AR=Auger Refusal, ER=Excavation Refusal N-Standard Penetration Test N-Value Fort Worth, Texas USCS High Qu=Unconfined compressive strength estimate �-�'• Subsurfaee Profile Plasticity Clay Fill from pocket penetrometer test (ts� SZ Water Level Reading at time of drilling. pROJECT N0: DF240030 I PLATE NO: D-1 I DATE: 4/1/24 1 Water Level Reading after drillinq. 0 77 s Horizontal Scale (feet) Vertical Exaggeration: 15.Sx GeDSectvn�cal, Enwrpr�menEal. ��id i`13[erials E+�g�neev'. RONE ,� "� The boring logs produced by Building and Earth in Appendix B should be reviewed for specific information at individual boring locations. Stratification boundaries shown in the Boring Logs represent the approximate locations of changes in types of in-situ soil and rock. The transition between material types may vary between borings and be gradual and indistinct. Variations will occur and should be expected across the site. 4.3 Groundwater Borings advanced during Building and Earth's field exploration were monitored during and after drilling for the presence of water seepage. Free water was not observed in the borings (during or upon) completion of drilling. These observations were made during the field exploration, as indicated on the Boring Logs. A geo- hydrologic assessment of the vadose zone or upper groundwater was not conducted. As such, the study did not include monitoring of upper groundwater levels or perched water conditions. A geo- hydrologic study can be conducted upon requestto assess the sources and variation of in-situ moisture content in the vadose zone and groundwater beneath the site, and how different site development alternatives can manage or alter those dynamics by plan or affect. In general, groundwater levels and moisture content in the vadose zone vary climatically and seasonally depending on topography, land usage, surface hydrology, subsurface hydrogeology, proximity to bodies of water, etc. The rate and extent of these variations depend on many variables including subsurface stratigraphy, soil strata properties, capillary sources, consolidation states, soil structure, capillary strength, thermal cover, and surface infiltration and evapotranspiration rates. 4.4 Detention Pond It is our understanding that a storm water detention pond is planned at the northwest corner of the site. We understand that pond liners are typically not used in detention ponds. However, if a pond liner is required, the fat clay materials encountered in the borings may be acceptable for use as a natural pond liner. If a pond liner is required in this detention pond, import clay soils are recommended for use as that liner. The clay material used for the liner should be non-dispersive and free of organics, trash, and debris. Prior to use as detention pond liner material, Rone should perform a standard Proctor test RONE ,� "� (ASTM D698, moisture-density relationship), and permeability test for onsite clay soils or borrow clay soils to evaluate potential liner materials. A pond liner should consist of at least 2 feet of suitable clay materials. The clay liner should be placed in layers of 6 inches or less. The actual loose lift thickness will be dependent on the equipment to be used by the earthwork contractor. Any materials encountered larger than 3 inches in size should be removed. The pond side slopes should be excavated to no steeper than 4.5H:1V. The excavated bottom and sides of the pond should be scarified prior to placement of the first fill lift. Clay liners are prone to drying out both during placement and after construction is complete. Drying often results in cracking, which will result in liner failure when the pond is filled. The clay liner moisture should be maintained until the pond is filled completely. 5. ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES Foundation alternatives have been evaluated based on geotechnical site conditions, site development plans and design preferences. 5.1 Geotechnical Analysis Founding subgrades and foundation fill elements are critical components of any infrastructure foundation. Foundation alternatives for the planned structures have been evaluated with the following engineering criteria. • Bearing capacity of the in-situ subsurface soils • Settlement potential of the in-situ subsurface soils • Volume change (shrink-swell) potential of the in-situ subsurface soils As shown on the generalized subsurface profile, the upper strata within the building areas consists of normally consolidated, cohesive soils. This upper strata is comprised of stiff fat and lean clay soils which shrink and swell with moisture variation over time. Shrink-swell sensitivity develops from the content, structure and plasticity of the clay mix fractions in the soil. The rate and extent of volume change is dictated by the rate and extent of shrink-swell cycles caused by wetting and drying. Volume change potential is dictated by moisture change potential, clay RONE ,� "� minerology, clay density, soil structure, geo-hydrologic environment, and confinement pressure relative to swelling pressures. Moisture increase potential and soil structure can be modified and controlled; and clay content, geo-hydrologic environment and confinement pressure can be managed such that volume change is controlled or managed as necessary for each foundation alternative. These are key factors in the ground modification elements of foundation alternatives when screening for the optimal foundation design. The primary provisions in managing the geo-hydrologic environment is long term preservation and stabilization of subgrade moistures and management of desiccation risk. Preliminary geo-hydrologic assessment of the vadose zone indicates moisture sources to be surFace water infiltration, possibly supported by periodic perched water atop the underlying limestone or shale. A persistent source of groundwater does not appear to be present across the site. Capillary rise can be an integral part of maintaining and stabilizing moisture levels in foundation subgrades. Surface water sources were not assessed but the site is generally level, and the lack of vegetation across the sight indicate little to no storage of surFace water from rainfall. A complete geo-hydrologic study was not conducted. The sources of upper groundwater and phreatic surfaces were not assessed or monitored, so the potential for sources of capillary rise to diminish at times was not assessed. Foundation system alternatives often require ground modification element(s) in the vadose zone. Each ground modification element includes provisions for controlling and preparing for moisture content variation and its potential. The effects of and potential for moisture variation within and below the ground modification elements of each foundation alternative was factored in this analysis. The following ground modification elements were evaluated for each foundation alternative for the building and ancillary pavements planned for the development: • Needs and extent of subgrade replacement / re-compaction fill(s) • Management and tolerance of in-situ conditions below ground modification depths • Grade raise elements • Strength and stability requirements of each foundation fill element, and • Subgrade stabilization options Analysis of volume change and settlement potential relative to the foundation alternatives are summarized in the subsections below. RONE ,� "� 5.2 Volume Change Potential of SubsurFace Direct measurement of swell pressures and soil expansion under the anticipated stress conditions is the most reliable way to account for the factors that dictate volume change potential of clay formations and assess swell-shrink conditions within the vadose zone. These analyses indirectly accountfor clay mineralogy, clay content, clay mix, soil structure, compaction states, and stress states. Estimating swelling pressures with depth best enables determination of ground modification needs for optimal foundation design. The swell test results from Building and Earth generally indicate low swell potential. If dry soil conditions prevail, we estimate a swell potential of approximately 2 percent, with a corresponding Potential Vertical Rise (PVR) of up to 3 inches across a 12-foot active zone. Swell potential tests are summarized in Appendix B. For supplemental reference, PVR calculations were also conducted in general accordance with the Texas Department of Transportation (TxDOT) Test Method Tex-124-E as another means of assessing untreated swell potential. This method is empirical, assumption-based, generalized, and based on the Atterberg Limits and moisture content of the subsurface soils at the time of the investigation. This procedure was applied for a 12-foot-deep vadose zone in a dry moisture condition, and the estimated PVR is approximately, 3 inches. Based on these analyses, the following parameters are quantified for evaluation of foundation alternatives and design: Table 2: Untreated Subgrade Movement Potential Strata Active Zone Depth (feet) Estimated Swelling Pressure (psfl Fat Clay Soils (CH) 12 2000 5.3 Seismic Site Class Vertical Movement Potential (Untreated (inches) 3 The International Building Code (IBC) 2021 requires site classification for seismic design based on the upper 100 feet of a soil profile. The methods are utilized in classifying sites, namely the shear wave velocity (vs) method; the unconfined compressive strength (su) method; and the Standard Penetration Resistance (N-value) method. The Standard Penetration Resistance (N-value) method was used in RONE ,� "� classifying this site. The seismic site class definitions for the weighted average of shear wave velocity or SPT N-value in the upper 100 feet of the soil profile are shown in the following table: Table 3: Seismic Site Classification Site Class A B C D E Soil Profile Name Hard Rock Rock Very dense soil and soft rock Stiff Soil Profile Soft Soil Profile Shear wave velocity, vs, (ft./s) Vs > 5,000 fps 2,500 < Vs <_ 5,000 fps 1,200 < Vs <_ 2,500 fps 600 <_ Vs <_ 1,200 fps Vs < 600 fps N value (bpfl N/A N/A >50 15 to 60 <15 Based on the current International Building Code (IBC) site class Definitions, in our opinion the site soil and rock can be characterized as Site Class C. The approximate Ss and S� values, as shown below, are calculated through the United States Geological Survey's (USGS) Seismic Hazard Curves and Uniform Hazard Response Spectra program according to the 2015 IBC. SS=0.092g S1=0.05g The Site Class definition should not be confused with the Seismic Design Category designation, which the Structural Engineer typically assesses. If a higher site classification is beneficial to the project, Rone would be pleased to discuss additional testing capabilities in this regard. 6. FOUNDATION SYSTEM RECOMMENDATIONS Based on the site analysis and a limited study of alternatives and cost-benefit analyses, the proposed expansion may be supported drilled shafts bearing at least 2 feet in within the shale bedrock encountered at depths of about 24 to 39 feet below existing grades, in conjunction with a grade supported floor slab, following ground modification of the upper 7 or 10 feet of the building pad subgrade from final pad elevations. The proposed ground modification is to limit the potential vertical rise (PVR) to about 1 inch (7 feet option) or 1/z-inch (10 feet option). Ground modification should consist of controlled subgrade recompaction and grade raise fill construction to the pad design grades. The foundation system, including ground modification depths, are shown in the schematic cross-section below. Figure 3: Foundation System Illustration: Drilled Piers RONE ,� "� Fxistin� Grade k'i�kk' kktiti;� �� . �;� . - . �,ti kk��kk��:kktiti•titititititi:kk+�:kkti��ktiti��•titi ; , , , -- . Floor Slab . .�`'� � 1Notto < 10' > r Suuy�cy��'�-r � Scale i� � ��iaue r�aise �IV � +n� ' _ — 1 Native Clay Drilled � E-� Shafts ��- - - - — - - - - - - - - - - - - - •-------• � �----- -------- - ---------�'�------- ---- Shale --- ---- •------------�_� • - - - - - - - • '�` - - - - - - - - - - - - - - - - - - - - The recommended subgrade modification should result in the following ground stability improvements when constructed as required in this report. These parameters should be used for design of the structural foundation system. Table 4: Summary of Estimated Ground Improvement and Parameters for Foundation Design Modified Ground Thickness from Existing Swelling Pressure Vertical Movement System Elevation (feet) �pSfl I Potential (Controlled) (inches) Recompacted Subgrade Native Soil 7or10 7+ or 10+ :�� 2,000 <1 or <1h <1 or <1h 6.1 Ground Modification and Subgrade Treatments For the structures, excavate to a depth as previously recommended for the design PVR, mix the encountered soils, replace and recompact as specified in this report. This ground modification measure is designed to control swell potential and swelling pressures of the upper fat clay subgrade. The subgrade excavation should extend at least 10 feet beyond the planned structures to allow for adequate edge treatment. The grade raise fill and recompacted subgrades should be constructed to the planned finished grade elevations. For expansions that will be attached to the existing building, at the point of contact between the existing structure and new expansion, the excavation can be vertical against the existing wall, then slope away from the building at a 1 horizontal to 1 vertical (1H:1V) angle to the base of the reconstructed subgrade. Appropriate expansion joint controls should be provided at the connection point or points to allow for differential movement between the buildings. 6.2 E�ccavation Safety Considerations All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. It should be noted that in accordance with Texas State Law, the design and maintenance of excavation safety systems is the sole responsibility of the construction contractor. OSHA Standards 29 CFR - 1926 RONE ,� "� Subpart P, including Appendices A and B, should be referenced for guidance in the design of such systems. 6.3 Foundation Structure Provided that fill construction and testing is performed as recommended in this report, straight sided drilled shafts bearing in weathered or unweathered shale, or limestone may be used to support the planned structures. Ground movement potential will be limited with the recommended design provisions; however, grade-supported slabs should be designed to accommodate the anticipated vertical ground movement. The grade raise fill and recompacted subgrades should be constructed to the planned finished pad elevations. Grade raise fill and recompacted subgrades should be constructed to the planned finished pad elevations. The fully compacted subgrade should be scarified, mixed with lime and pulverized in accordance with TxDOT Item 260, Lime Treatment (Road Mix) to provide a lime treated pad cap to be used as a working surface during construction. Lime treatment should extend to a depth of at least 6 inches and include at least 6 percent lime by dry weight (27 pounds per square yard). Consideration may also be given to a 6-inch flexible base/crushed recycled concrete pad cap in lieu of lime treatment. The flexible base should meet the gradation requirements as presented in TxDOT Item 247, Type 1-2 or 5, Grade A, C or D. 7. SITE PREPARATION FOR CONSTRUCTION 7.1 General Remove existing foundations, pavements, deleterious materials, site debris, abandoned utilities and all other manmade features, and relocate utilities as required by the work and in accordance with the Plans and Specifications. 7.2 Existing Surface Grades Clear and grub all tree stumps and root systems, or existing foundations as required by the work. Except as otherwise specified or indicated in the drawings or specifications, all materials resulting from clearing and grubbing operations shall be properly disposed. RONE ,� "� Where present, clear all vegetation and strip at least the upper layer of topsoil as required to remove all roots and organic matter from all work areas of the site. Remove any undocumented fill from structural areas. In no case shall any spoil or other unsuitable material resulting from clearing, grubbing, and stripping operations be utilized within the earthworks or fill materials or permanently placed onsite except where authorized by the Engineer. 7.3 Excavations All grade-supported slabs should be designed to accommodate anticipated potential movements as presented in the "Potential Vertical Rise" section of this report. Standard construction practices for providing good surface water drainage should be used. All grading should provide positive drainage away from the paving and should prevent water from collecting near the edge of pavements and structures. This study was not performed to evaluate the difficulty of ripping, processing and/or excavating of the rock, or estimating the volume of these excavated materials. The construction contractor must be capable and experienced with rock excavations, and is responsible for means, methods, equipment, rates and costs to effectively accomplish this construction. Dewatering or other groundwater control measures is not anticipated. However, perched water could be encountered over or within the existing bedrock. Also, ditches or swales should be provided to carry the run-off water both during and after construction. Lawn areas should be watered moderately, without allowing the clay soils to become too dry or too wet. Roof runoff from vertical structures should be collected by gutters and downspouts and should discharge away from the building or into storm drains. Backfill for utility lines or along the perimeter beams should consist of site-excavated soil. If the backfill is too dense or too dry, it will swell, and a mound will form along the trench line. If the backfill is too loose or too wet, it will settle, and a depression will form along the trench line. Backfill should be compacted as recommended in the "Site Preparation and Fill Placement" section of this report. RONE ,� "� 7.4 Subgrade Treatments to Reduce Soil Movement When considering the various treatment options, it is important to keep in mind that the subsurface conditions which resulted in the calculated PVR values may not be uniformly present beneath the structure. Some allowance for variable support should be incorporated in the slab design. In order to reduce the PVR and potential differential movement to more tolerable levels, moisture treatment of the building pad subgrades is recommended. Moisture treatment of clays is performed to increase the moisture of the clays to a level that reduces their ability to absorb additional water that could result in post-construction heave in these soils. Based on the available data, moisture conditioning should extend to a depth of 7 feet below the final pad elevation to achieve a design PVR of 1-inch, and to a depth of 10 feet for s design PVR of 1/z inch. The preparation of a uniform fill pad beneath the structure is a crucial aspect of the moisture conditioning approach to site development. If the subgrade is not treated uniformly, differential movements could occur within the building pad. The subgrade should be excavated to the required depth below the final pad elevation. Following excavation of the active clays, the removed clays can be replaced with moisture and density control and protected from moisture loss with the previously mentioned lime building pad cap, or flexible base pad cap. Any deleterious materials or rock fragments greater than 4 inches in diameter encountered within the soils should be removed. The subgrade to receive moisture-conditioned clay should be scarified to a depth of 6 inches and compacted to 94 to 98 percent of the material's standard Proctor dry density (ASTM D698) at a moisture content at least 2 percent above optimum (min +2%). In order to achieve a uniform soil moisture profile, the moisture treated soils should be placed in maximum 8- inch loose lifts and compacted to a similar density and moisture content. The reworked clays should extend at least 10 feet outside the perimeter of the proposed structure or other perimeter features sensitive to differential movement. If flatwork is within the 10-foot over-build of the pad, the over-build should be extended to include the full width of the flatwork if greater than 10 feet from the building edge (such as sidewalks and main entry areas). Special care should be taken with treatment beneath and adjacent to all ingress/egress areas. Some post-construction drying and settlement of the fill should be expected. Moisture conditioned clay subgrade should be monitored and tested on a full-time basis by Rone to confirm conditions are as anticipated and to confirm the fill is suitable and placed with the proper moisture content and degree of compaction. Density tests should be performed on each lift of � � RONE ,� "� reworked clay. The treated subgrade materials are prone to drying out after the treatment process is complete and should be kept moist prior to slab concrete placement. 7.5 Site Preparation and Fill Placement For any adjustments in pad elevations all areas to be filled should be disced or bladed until uniform and free from large clods. Soils should be brought to the recommended moisture content and compacted as indicated in the Fill Placement Criteria table below. All fill placed within the proposed building pads should consist of moisture conditioned soils or select fill. Table 5: Fill Placement Criteria Item Description Plasticity Compaction Density Requirement Moisture Requirement Requirement Standard On-site soils General grading Imported general fill General grading Moisture Treated Fill Structural fill Select fill (flexible Structural fill base) Utility line Utility Line backfill Backfill Lime treated Pavement subgrade support/Building Pad Cap None ASTM D698 95% to 100% of Optimum moisture to 4% maximum dry density above optimum moisture LL < 60 ASTM D698 g5% to 100% of Optimum moisture to 4% maximum dry density above optimum moisture None ASTM D698 94% to 98% of At least 2% above maximum dry density optimum moisture 7<_ PI <_ 20; 95% to 100% of Optimum moisture to 4% LL <_ 35 ASTM D698 maximum dry density above optimum moisture LL < 60 ASTM D698 95% to 100% of At least 2% above maximum dry density optimum moisture PI <_ 20 ASTM D698 g5% to 100% of At or above optimum maximum dry density moisture 7.6 Select Fill Select fill should consist of material meeting the criteria recommended above. The fill should have a moisture content within the specified range, be placed in loose lifts less than 9 inches thick and compacted as indicated. Lime-treated, on-site soils also be used as select fill, provided the PI of the treated material meets the recommended specifications. The quantity of lime needed to achieve the PI requirement for select fill is not known; however, for the building pad cap, an application rate of 6 percent by dry weight is acceptable. The actual percentage of lime should be determined once soils have been stockpiled and sampled, or are at final surface elevations. Consideration may also be given to a 6-inch flexible base/crushed recycled concrete pad cap in lieu of lime treatment. RONE ,� "� The fill material should be placed in level, uniform layers that have a compacted moisture content and density conforming to the recommendations in this report. Each layer should be thoroughly mixed during spreading to provide uniformity within the layer. The loose lift thickness should not exceed 9 inches. 7.7 Density Tests Field density tests should be performed by the geotechnical engineer or his representative. Density tests should be taken on each layer of the compacted material below the disturbed surface. If the materials fail to meet the specified moisture and/or density, the course should be reworked as necessary to obtain the specified criteria. Proper moisture content and compaction must be maintained until placement of the overlying lift, or construction of overlying flatwork. Failure to maintain the moisture content and compaction could result in excessive soil movement that can have a detrimental effect on structures supported on or above the fill. The contractor should provide some means to control the moisture content and compaction (such as water hoses, water trucks, etc.). Maintaining subgrade moisture and compaction is always critical, but will require extra effort during warm, windy, and/or sunny conditions. Density and moisture testing is recommended to provide some indication that adequate earthwork is being performed; however, the quality of the fill is the sole responsibility of the contractor. Satisfactorytesting is not a guarantee of the quality of the contractor's earthwork operations. 7.8 Site Grading Site grading operations should be perFormed in accordance with the recommendations provided in this report. Grading plans and construction operations should strive to achieve positive drainage around all sides of the proposed structures. Inadequate drainage around structures supported on- grade will likely cause excessive vertical movement to occur. 7.9 Utility Backfill On-site clayey soils may be used as backfill. These materials should be placed in maximum 6-inch lifts following the guidelines presented in Table 5: Fill Placement Criteria above. Compacted clay fill will typically settle approximately 1 to 2 percent of the fill height if lift thicknesses are not effectively RONE ,� "� controlled. This should be considered when designing any structures, pavements, retaining walls, or utilities that will be supported on, above, or within utility backfill materials. 7.10 Construction Observations In any geotechnical study, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions at the site are similar to the conditions encountered in the borings; however, during construction, anomalies in the subsurface conditions are often revealed. The potential for the presence of varied geologic formations and significantly different support conditions at this site, which could result in changes in our design recommendations, increases the risk of damaging soil movements atthis site. It is recommended that Rone be retained to observe earthwork and foundation construction and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. We recommend that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in clear, direct lines of communication among the owner, the owner's design engineers, and the geotechnical engineer. 8. BUILDING FOUNDATION STRUCTURE A deep foundation system with drilled shafts with a slab on grade are recommended for the building expansions. Even though ground movement potential is expected to be limited with the recommended subgrade design provisions, the grade-supported slab component should be designed to accommodate potential vertical ground movement of about 1 inch, or 1/z inch, depending on the desired outcome. RONE ,� "� 8.1 Straight-Sided Drilled Shafts A straight-sided drilled shaft foundation system can be used to support the proposed structure. The shafts should bear in weathered or unweathered shale, or limestone (if encountered) generally found in the borings at depths of approximately 24 to 39 feet below the existing ground surface. Drilled shafts may be designed based on the recommendations below. Table 6: Drilled Shaft Recommendations Bearing Stratum Approximate Depth to Bearing Stratum (feet) Minimum Shaft Length (feet) Minimum Penetration into the Bearing Stratum (feet) Allowable End Bearing (psfl 1 Allowable Skin Friction (psfl 2 1. At or below the minimum penetration into the bearing stratum 2. For portions of the shaft below the minimum penetration Shale/Limestone 24 to 39 15 2 25,000 3,750 Foundation settlements for drilled shafts constructed as described above are estimated to be on the order of 1/z-inch or less. The uplift forces on the drilled shafts due to swelling of the active clay soils can be approximated using a uniform uplift pressure of 2,000 psf acting over the perimeter of the shaft to a depth of 10 feet below the final pad elevation for elements outside, or beyond, the prepared subgrade areas. The uplift pressure may be reduced to 800 psf within the recompacted subgrade. The shafts should contain sufficient full length reinforcing steel to resist uplift forces. The uplift forces can be resisted by the dead load on the shafts plus the allowable skin friction resistance in the portion of the shaft below the minimum penetration depth, or below the bottom of the casing (if needed), whichever is deeper. For constructability, we recommend a minimum shaft diameter of 18 inches. Adjacent shafts should have a minimum center-to-center spacing of three shaft diameters (based on the larger shaft). Reduced shaft spacing could result in reduced shaft capacity for both uplift forces and gravity forces. Rone should be contacted to review reduced shaft spacing on a case-by-case basis. Underreamed drilled shafts are considered to be at high risk of collapse duringconstruction; therefore, recommendations were not included in this report. If underreamed shafts are still of interest, we recommend a test pier program to verify constructability before proceeding with final design and RONE ,� "� construction. We can provide design parameters for underreamed shafts if desired by the design team and ownership. 8.2 Lateral Design Considerations for Drilled Shafts Lateral load analysis should be perFormed for deep foundations subjected to horizontal loads. Deep foundations will provide lateral resistance from the passive soil resistance developed on the side of the foundation element. Lateral load analysis can be performed using computer programs such as L- PILE. The top 5 feet of soils should be neglected for lateral support. The soil profiles shown in Table 8 can be used for the L-Pile analysis. All soil layers can be modelled as "stiff clay w/o free water" in L- Pile analysis. Additional parameters such as E5o (axial strain at one-half peak strength) and k(modulus of lateral subgrade reaction) are not provided as the default values can be internally generated by L- Pile in version 2015 or later. Table 7: Soil Description Compacted Fill Native Clay L-PILE Input Parameters for P-Y Curves in Soil p-y Curve Model Stiff clay w/o free water Stiff clay w/o free water Cohesion, cu (psfi� Unit Weight (pcfl 1,500 120 2,000 125 For lateral loads, we recommend using the reduction factors (p-multipliers) presented in "Drilled Shafts: Construction Procedures and Design Methods" published by Federal Highway Administration (FHWA). The reduction factors depend on their relative position within the group. Only two positions (front and back row) are identified, as research shows that all shafts or piles in row 2(i.e., back row) and greater of in-line groups behaved similarly. Table 8: Foundation Spacing (Diameter) 3D 4D 5D Lateral Load Group Reduction Factors Front Row 0.90 0.95 1.00 Reduction Factors Back Row (s) 0.50 0.65 0.80 RONE ,� "� 8.3 Grade Supported Slab A grade supported slab may be used only if the subgrade modifications in Section 6 are conducted to reduce the PVR to 1 inch or 1/2 inch. The grade supported floor slab should be designed to tolerate the estimated potential vertical subgrade movement selected. It should be expected such vertical movement is not uniform across the slab subgrade. The grade raise fill and recompacted subgrade should be constructed to the final pad elevation. The upper 6 inches of the completed building pad should be lime treated to form a building pad cap to protect the reconstructed subgrade and provide a working surface for the remaining site construction activities. A 6 percent mix of hydrated lime by weight (approximately 27 pounds per square yard) may be used for the building pad construction. A suitable moisture/vapor barrier (that is, polyethylene sheeting) should be placed over the completed pad before floor slab construction. Excessive moisture migration through the floor slab can negatively affect adhesive flooring and can also create slip hazards and other moisture related issues. The slab designer and slab contractor should refer to ACI 302 for procedures and cautions about the use and placement of a vapor barrier. A 6-inch layer of crushed limestone, or recycled concrete meeting TxDOT Item 247 (Type A, C or D and Grade 1, 2 or 5) may also be used as the building pad cap. The crushed limestone or recycled concrete should not extend beyond the building perimeter. The modulus of subgrade reaction (k-value) is a spring constant that depends on the soil stiffness. A design k-value of 100 pci is recommended, provided all the construction recommendations in this report are followed to prepare the building pad. The design k-value may be increased to 150 pci or 200 pci if the slab is directly supported by a minimum 6-inch layer of lime-treated soils or a 6-inch layer of crushed stone, respectively. However, if a higher subgrade modulus is required, the pad cap designation should be specifically called out on the foundation's drawings; otherwise, the pad cap is intended primarily as a working surface and a k-value of 100 pci should be considered. RONE ,� "� 9. PAVEMENTS This report includes recommendations for both rigid and flexible pavements. When designing proposed pavement sections for driveways and parking areas, subgrade conditions must be considered, along with expected traffic use/frequency, pavement type, and design period. For this project, traffic loading and frequency conditions were estimated for various conditions as no specific traffic information was provided. The following information was used in our analysis: • design life of 20 years • k-value of 100 pci for subgrade consisting of clay soils, and 150 pci for lime-treated soil • reliability of 70 percent for flexible pavements and 90 percent for rigid pavements • initial serviceability, po, of 4.5 and a terminal serviceability, pc, of 2.0 for concrete pavements • load transfer coefficient of 2.9 • drainage coefficient of 1.0 • resilient modulus of 3,000 psi 9.1 Rigid Pavement Design The pavementthickness determinations were performed in accordance with the "1993 AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement sections are presented in the table below. These pavement sections are based on estimated traffic volumes. Table 9: Traffic Use Parking Areas for Autos and Light Trucks Vehicle Drive Lanes Minimum Pavement Sections and Allowable Traffic - Concrete Portland � Design ESAL for Flexural/Compressive Strength (psi) Cement Concrete Estimated Allowable I Estimated Allowable (inches) 540/3,500 Trucks per Day for 580/4,000 Trucks per Day for 3,600 psi � 4,000 psi 5 225,000 18 279,000 23 6 447,000 37 565,000 46 Dumpster Areas / 7 1,277,000 105 1,605,000 133 Truck Traffic / Fire Lanes 1 1. Please refer to local municipal requirements for fire lanes. Use the design criteria which will result in the stronger, more durable pavement section. The concrete minimum 28-day compressive strength should be selected based on the expected traffic. As a minimum, reinforcing steel should consist of #3 bars spaced at a maximum of 18 inches on center in each direction. RONE ��,._�,�,��. Pavement recommendations are based on the estimated loading conditions and commonly accepted design procedures that should provide satisfactory performance for the design life of the pavement. Concrete pavement should have between 4 and 6 percent entrained air. Hand-placed concrete should have a maximum slump of 5 inches. A sand-leveling course should not be permitted beneath pavements. All steel reinforcement, dowel spacing/diameter and pavementjoints should conform to applicable city standards. Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw cutting should begin as soon as the concrete has obtained enough strength to keep from raveling, but before cracks can be initiated internally. Saw cut depths generally range from 1/4 to'/s of the pavement thickness, but should be performed as directed by the civil engineer. 9.2 Flexible Pavement Design The minimum flexible pavement sections are presented in the table below. Table 10: Minimum Pavement Sections and Allowable Traffic - Asphalt Traffic Use HMACType D1 I �Phalt-Treated I Design ESAL Basez Parking Areas for Autos and Light Trucks Vehicle Drive Lanes Dumpster Areas / Truck Traffic / Fire Lanes 1 3.0 3.0 3.0 5.0 .� :� 212,300 ►�• :�� ::�� 1. Hot or Warm Mix Asphaltic Concrete Type D, meeting TxDOT Item 341 requirements 2. Asphalt Treated Base, meeting TxDOT 341 Type B requirements Lime treatment is recommended for all flexible pavements to provide a separation between the asphalt-treated base and raw subgrade. Periodic maintenance (i.e. sealing of cracks and joints) should be performed to reduce water intrusion into the lime treated layer and underlying clay subgrade. The pavement surface should be contoured such that surface water drains off and away from the pavement or into inlets. Water allowed to pond on or near pavement surfaces could saturate the subgrade soils and lead to premature pavement failure. 9.3 Pavement Base Course A 6-inch lime-stabilized base course is recommended below the pavement areas. At this time, an 8 percent mix of hydrated lime by weight (36 pounds per square yard) is estimated, though the actual .--r-- RONE ,� "� lime requirementshould be determined based on the in-place soil properties and soluble sulfate levels after the pavement subgrade has reached final grade. Lime stabilization should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT) or other similar standards approved by the Geotechnical Engineer of Record. Sulfate levels should be less than 3,000 ppm. The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve the edge support of the pavement and reduce the edge effect associated with shrinkage during dry periods. Sand or other granular fill should not be used as a leveling course beneath the pavement, as these more porous materials increase water migration beneath the pavement, causing heave and strength loss of the subgrade. 9.4 Pavement Construction and Maintenance Recommendations It is crucial that the moisture content and compaction be maintained until the concrete is placed. Maintenance should include regular observation to identify and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which can occur during the design life of pavements. 10. RETAINING WALLS We understand loading docks will be constructed with dock walls on the order of 4 feet. The walls will be subjected to lateral earth pressures. Lateral earth pressures will be influenced by structural design, conditions of the wall restraint, methods of construction and/or compaction, the type of materials being retained, and drainage conditions. Walls that will be restrained from movement and rotation (rigid wall) should be designed using at-rest earth pressures. The equivalent fluid pressures (triangular distribution) provided below may be used for horizontal backfill in a drained condition. To design for a drained condition, the wall must include an adequate drainage system. The provided equivalent fluid pressures do not include a Factor of Safety and do not provide for dynamic pressures on the wall. 10.1 Lateral Earth Pressures The walls will be subjected to lateral earth pressures from earth backfill. Lateral earth pressures are influenced by the structural design, conditions of the wall restraint, methods of construction, backfill compaction, the type of materials being retained, and drainage conditions. Walls that will be restrained from movement and rotation (rigid walls) should be designed using at-rest earth pressures. The RONE ,� "� equivalent fluid pressures (triangular distribution) provided below may be used for a horizontal backfill in a drained condition. To design for a drained condition, the wall must include an effective drainage system. The equivalent fluid pressures provided below do not include a Factor of Safety and do not provide for hydrostatic or dynamic pressures on the wall. Figure 5: Lateral Earth Pressures Far acti�e pressure ma�ement 5= Surcharge ��p,�p� H to D.a04 H} � For at-res# pressure �+ - �fo Mavement Assumad ; �I Horizontal .' I Fin ished � Grade j - hi Horizantal Finished Grade �� -I ' �pa��p,�f F2etaining wall Table 11: Lateral Earth Pressures � Equivalent Fluid Pressure, pcf Material Condition Drained Undrained At-Rest, k= 0.45 55 90 Free Draining Granular Soil Active, k= 0.30 38 80 At-Rest, k= 0.79 100 112 On-Site Clay Soil Active. K= 0.67 84 104 Conditions applicable to the table above include: • A maximum in-situ total unit weight of 125 pcf • Properly compacted horizontal backfill. • No surcharge loads (construction equipment, pavement, footings, floor slabs, etc.) The values provided in the table above are for a full "wedge" of material behind the wall, where the backfill extends horizontally 1 to 2 feet away from the bottom of the wall and then slopes upward and away from the wall at a slope of 1H:1V (horizontal to vertical), or flatter. The location and magnitude RONE ,� "� of permanent surcharge loads (if present) should be determined, and additional pressures generated by these loads should be considered during design. Surcharge loads can be factored using the appropriate earth-pressure coefficient values provided in the table above. 10.2 Wall Drainage Retaining walls should be expected to collect water due to condensation, surface water infiltration, and other means. Drainage should be provided behind all below grade walls to reduce the development of hydrostatic pressure and limit saturation of the backfill and foundation soils. Collector pipes should be placed at or slightly below the bottom level of the wall to prevent the collection of water in the drainage material beneath the collector pipes. Pipes should connect to a sump or gravity drainage system to prevent the accumulation of water behind the walls. Gravity lines should include a backflow preventer to block water from being transmitted into the drainage layer in the event of flooding near the gravity outfall. The drainage material should consist of free-draining, clean, granular fill, compatible with ASTM C33, sizes 4 through 9. The drainage layer should extend at least 12 inches from the back face of the wall. A geosynthetic wrap should enclose the granular backfill to reduce the infiltration of fines. The top 2 feet of backfill should consist of clay materials with a plasticity index of 25 or more, fully compacted wet of optimum, and extend at least 5 feet beyond the wall excavation limits to reduce surface water infiltration into the underlying fill. 10.3 Wall Backfill Free-draining backfill soils should be placed in maximum lifts of 1 foot and lightly consolidated by use of a small hand-operated compactors or other appropriate methods to adequately compact the backfill. Heavy compactors and grading equipment should not be allowed to operate within 15 feet of the crest of the wall to avoid developing excessive additional temporary or long-term lateral soil pressu res. 11. SITE COMPLETION AND MAINTENANCE 11.1 Site Grading and Drainage The geotechnical design for this project accounts for hydrogeologic and hydrologic conditions and intends to provide for best efforts maintenance of moist subgrade after construction. Site grading and ,, u _..r..� RONE ,� "� drainage plans should support this intention where possible. Site grading and drainage should be efficient in paved areas and less efficient in lawn and landscape areas. Roof runoff should be collected by gutters and downspouts, and discharge onto the graded paved areas draining away from the building. 11.2 Landscaping and Irrigation Subgrade moisture levels should be maintained around the building perimeter before and during construction. Irrigated landscaping and lawn areas are recommended with even distribution around the structures. Irrigated areas will serve as supplemental moisture sources surrounding the foundations and pavement areas. Accordingly, regular, and uniform irrigation will be required in these areas, particularly during dry and hot weather periods. Trees and large vegetation should not be placed near structures or movement-sensitive flatwork. The root systems of these plants can remove relatively large quantities of moisture from the subgrade soils, causing localized soil settlement. The desiccation zone varies by tree size and species, but trees should generally be set back at least 11h times the mature tree height, and in no cases should the dripline of the mature tree extend over or within 15 feet of roof lines. 12. STUDY CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field exploration and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site with little variance beyond that found by the borings. If Rone is not serving a monitoring role during construction as advised, and different subsurFace conditions from those encountered in our borings are observed or appear to be present in excavations, Rone must be advised promptly so that these conditions can be evaluated and our recommendations can be reassessed as may be necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, Rone should be promptly informed and retained if necessary if the changed conditions warrant review and reassessment. RONE ,� "� It is important that Rone be retained to assist in design reviews or review those portions of the plans and specifications that pertain to earthwork and foundation systems for this particular project to ensure the plans and specifications are consistent with the controls and recommendations provided in this report. It is also advised that Rone provide oversight and monitoring services during construction to ensure that the controls required for design requirements during earthworks construction are provided correctly and implemented effectively. This study has been prepared for the exclusive use of the client and their designated agents for specific application to design and construction of this project. We have exercised a degree of care and skill exceeding that ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. The engineering services and solutions provided herein are considered advanced, and while design and construction controls are improved, no warranty, expressed or implied, can be made or intended. 13. COPYRIGHT 2024 RONE ENGINEERING SERVICES, LLC. This report is a work product containing advanced engineering services. This report is in its entirety the sole property of the Client and Rone Engineering Services, LLC and its affiliates. Use of this report is subject to all copyrights. This report may be used in practice or referenced by any project party as necessary, solely for the party's role on the project for which this report is prepared. Beyond that use no part of this report may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or means, except as permitted in writing by Rone Engineering Services, LLC. Each reproduction of any part of this report must include all copyright notices and registered trademark designations (0) and non-registered trademark designations (rM). APPEN DIX A - `. y I35W _ m � US 81 . I I �n � US 287 Presidia � ° �— - al � uncfion i; 1 . � � � , o RiC'lJeviev�✓ �� 63 �i � �° �- - � •, v Farms - - � - : � __ �� i,- r ,\ -% — — � � `- N� � m , �. , �� - . ��. _ � � �� _ � -- . , . � , 2 . _ � � �� ^ � - _ � � . ��aY. _ _ � . �r... Nort� west � � � FM 3479 ��. 60 �� I '� � � Norch Tarran�� US 371 Communiry �� ,� �� 1 � � - -� ,�� - � Park � � � \ V ` `� - - SCALE: NTS � � ��i I�lf�� ,)1 � � �i = . " � , I � ��° � �I� �, r,�i �� - � � I' � cree�;.Noa� �� i�� , �. FM � 56 ; �� -= _ - �-� ,� �I � �n . . �_ . _ � . -i i il . 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'`i. - -- - " - ,c,. � . .. . . . :.. . . S. . .�. , ' . '! . .�, � � �'.' . t. � i. . : :: -s.. . � . . .,n� f� �. ' �. iY... : : .'. ;�; � _ Y^. I �'`y-'Y Plate A.2 PROJECT N0: 24-29375 RO N E GEOLOGY MAP DRAWN BY: KY DATE: 12/02/2024 e N � � N E t a � N � Coca Cola Bottling Supplement 3400 Fossil Creek Boulevard "'""'"° �' Fort Worth, Texas APPROVED BY: KY DATE: 12/02/2024 APPEN DIX B LOG OF BORING Designation: B-01 Sheet 1 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 647.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847028°, -97.308855° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 Sample 1 0.7 ASPHALTIC CEMENT CONCRETE: �g" 6463 _ :..:..:..:..:..:..:..:..:.. LL 52 1 �� PL: 20 FAT CLAY (CH): hard, dark brown, brown, PI: 32 moist, with limestone fragments, (FILL) - 645 :..:..:..:..:..:.. M:25.1% stiff - - 2 ;..;..;t:..;..;.. .. . M 343/ Sample 2� - - :..:..:..:..:..:..:..:. Sample 3 very stiff Swell = 0.5% at 584 psf LL: 66 surcharge 5— - 3 —,—�-� ' I: ' PL: 25 PI: 41 - - ........................... M:323% 6.0 641.0 FAT CLAY (CH): stiff to very stiff, dark brown, - 640 4 � � �� ' M 314/ t , oi , rth hmestone fragments, (FILL) Sample 4� an m�st w - - S :..:.�..:� :..:..:..:..:.. M.28I1% am �Q_ . 10.0 637.0 SHALEY FAT CLAY (CH): hard, brown, gray, moist, (RESIDUAL) - 635- - - 6 � : . . : . . : . . : . . . . . .�. . M. 23I7% am 15— - - 630- - - brown Unconfined compressive Sam le 7 strength = 7.3 tsf at 5.2% - - 7 � .. .. .. .. ..:..:. » strain iv1: 19.1 % 20— - - 625- :..:..:..:..:..:..:..:..:.. SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration W-VAtIJE STAhJCrxRL �'E`aTr'A�I�I FtfSLSTANCE d��Q T-'_06� RE[ fiEC�b'ERY LL '_Iti��IG L1M11T flfC; ?�AT'�NA �.dOISTURE Ct]h�TEt+�T 'fL �YIGISTlJiiE PfR�E�iT hlAFl1��1: ?."-OISTl�IiE r{}IVTEt�T RQO ROCK C1UALf1V L'ESIGNAFI�t+6 PL• PLA571C JhiIT F: P��T aA55thIG NQ. �A� S1E5JE � GROUAt�:VA�R � fUEI IN �1-+E BFyR€Ft�li qT 17Mz 4F ��tkWNG � UNGISTUR�sEG PI: SMASTI�Ii'1 Ih:CEk � SAt1F11L1�t;� GP,Ck.1h�D�WAT�R. LEVE� (�u p(�� REP,ETn�bIET�R S�M1}C{It�RF•!E� �Q�1. prSIVESf�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA � BUILDING & EARTH ' SOIL CLASSIFICATION METHODOLOGY Coarse Grained Soils More than 50% of material is larger than No. 200 sieve size Fine Grained $O1�5 More than 50% of materiaf is sma((er than No. 200 sieve size Gravel and Gravelly SOlIS More than 50% of coarse fraction is larger than No. 4 sieve Sand and Sandy Soils More than 50% of coarse fraction is smal(er than No. 4 sieve Silts and C(ays Liquid Limit (ess than 50 Silts and Clays Liquid Limit greater than 50 sieve ��•.�� '�'•• �'� Gw We((-graded grave(s, grave( - sand mixtures, litt(e or Clean Gravels � = � � no fines 1� � p� � (Less than 5% fines) �(�° ° �(�° Poorly-graded gravels, gravef - sand m�tures, (itt(e o �do b� GP or no fines ,O�„p;- Gravels with Fines (More than 72% fines) Clean Sands (Less than 5% fines) ,��-'` i GM �. � , . -_ GC ► $ �/�/ SP Silty grave(s, grave( - sand - si(t mixtures Clayey grave(s, gravel - sand - day mixtures Wel(-graded sands, grave(ly sands, little or no fines Poorly-graded sands, gravel(y sands, (ittle or no fines Sands with Fines SM Silty sands, sand - si(t mixtures (More than 12% fines) %� � � , S�' Clayey sands, sand - clay mixtures ,.��;, ML Inorganic silts and very find sands, rock f(our, si(ty or c(ayey fine sands or c(ayey si(t with s(ight p(asticity Inorganic ,,,, ; ; .-;� ', � �.L Inorganic c(ays of (ow to medium p(asticity, grave((y ,///,,.;.. clays, sandy c(ays, silty clays, lean clays Organic ---- �L Organic silts and organic si(ty clays of low p(asticity MH �norganic si(ts, micaceous or diatomaceous fine sand, or silty soi(s Inorganic � / �'/-/ Inorganic c(ays of high pfasticity ..�. �� _`��:� +�: Organic c(ays of inedium to high plasticity, organic .�,��..�_,.�t.,_ Organic ,,,"�,,,�.,�"�..._ � � si(ts , n�.� Highly Organic Soils _ _ pT Peat humus, swamp soifs with high organic contents Page � A-4 I BUILDING & EARTh1 Building & Earth Sciences classifies soil in general accordance with the Unified Soil Classification System (USCS) presented in ASTM D2487. Table 1 and Figure 1 exemplify the general guidance of the USCS. Soil consistencies and relative densities are presented in general accordance with Terzaghi, Peck, & Mesri's (1996) method, as shown on Table 2, when quantitative field and/or laboratory data is available. Table 2 includes Consistency and Relative Density correlations with N-values obtained using either a manual hammer (60 percent efficiency) or automatic hammer (90 percent efficiency). The B(ows Per Increment and SPT N-values displayed on the boring logs are the unaltered values measured in the field. When field and/or laboratory data is not available, we may classify soil in general accordance with the Visual Manual Procedure presented in ASTM D2488. SOIL CLASSIFICATION METHODOLOGY 60 50 J�\�e / CH or OH a X 40 v � ` �>�e � 30 P � .� CL or OL � 20 a � MH or OH 10 � 4 ��-Mj ML or OL 0 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit (LL) Non-cohesive: Coarse-Grained Soil SPT Penetration (blows/foot) Automatic Manual Hammer* Hammer 0-3 0-4 3-8 4-10 SPT Penetration (blows�foot) Relative Automatic Manual Density Hammer* Hammer <2 <2 Very Loose Loose 2-3 2-4 3-6 4-8 8- 23 10 - 30 Medium Dense 6- 12 8- 15 23 - 38 30 - 50 Dense 12 - 23 15 - 30 Page � A-5 Cohesive: Fine-Grained Soil Estimated Range of Consistency Unconfined Compressive Strength (tsf) Very Soft Soft Medium Stiff Stiff Very Stiff < 0.25 0.25 — 0.50 0.50 — 1.00 1.00 — 2.00 2.00 — 4.00 *- Modified based on 80% hammer efficiency � BUILDING & EARTH ' � Standard ` ' Penetration Test ASTM D1586 or AASHTO T-206 Shelby Tube Sampler ASTM D1587 Rock Core Sample ASTM D2113 Auger Cuttings TxDOT Cone Penetration Test (TCP) Tex-132-E ONo Sample Recovery � Groundwater at — Time of Drilling � Groundwater as — Indicated Soil Boulders Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Fines Silt Clay Particle Size Larger than 300 mm 300 mm to 75 mm 75 mm to 4.75 mm 75mmto19mm 19mmto4.75mm 4.75 mm to 0.075 mm 4.75mmto2mm 2mmto0.425mm 0.425 mm to 0.075 mm Less than 0.075 mm Less than 5 �m Less than 2 �m KEY TO LOGS U.S. Standard N.A. N.A. 3-inch to #4 sieve 3-inch to 3/a-inch sieve 3/a-inch to #4 sieve #4 to #200 Sieve #4 to #10 Sieve #10 to #40 Sieve #40 to #200 Sieve Passing #200 Sieve N.A. N.A. Standard Penetration Test Resistance A measure of a soil's plasticity characteristics in N Value L•tt'�c"9 general accordance with ASTM D4318. The soil calculated using ASTM D1586 or AASHTO T- l.imits plasticity Index (PI) is representative of this � 206. Calculated as sum of original, field �� recorded values. v� �� characteristic and is bracketed by the Liquid Limit (LL) and the Plastic Limit (PL). Qu Unconfined compressive strength, typically ��, t�noisture percent natural moisture content in general - estimated from a pocket penetrometer. Results are presented in tons per square foot (tsfl. � accordance with ASTM D2216. Hollow Stem Auger Flights on the outside of the shaft advance soil cuttings to the surface. The hollow stem allows sampling through the middle of the auger flights. Mud Rotary / A cutting head advances the boring and discharges a drilling fluid to Wash Bore support the borehole and circulate cuttings to the surface. I Solid Flight Auger Flights on the outside bring soil cuttings to the surface. Solid stem requires I removal from borehole during sampling. I Hand Auger Cylindrical bucket (typically 3-inch diameter and 8 inches long) attached to a � metal rod and turned by human force. I Descriptor Trace Few Little Some Mostl� Meaning Likely less than 5°/o 5 to 10% 15 to 25% 30 to 45% 50 to 100% Page � A-6 KEY TO LOGS Gen:•:,;��ni�.,�i, =r,vir�=sin r:� -.�1, ;,�r� f•t�:.•rns: E.nrinern Manual Hammer The operator tightens and loosens the rope around a rotating drum assembly to lift and drop a sliding, 140-pound hammer falling 30 inches. An automatic mechanism is used to lift and drop a sliding, 140-pound hammer Automatic Trip Hammer falling 30 inches. Uses a 15-pound steel mass falling 20 inches to strike an anvil and cause penetration Dynamic Cone Penetrometer of a 1.5-inch diameter cone seated in the bottom of a hand augered borehole. The (Sower DCP) ASTM STP-399 blows required to drive the embedded cone a depth of 1-3/4 inches have been correlated by others to N-values derived from the Standard Penetration Test (SPT). Non-plastic Low Medium High Dry Moist Wet Stratified Laminated Fissured Slickensides Blocky Lensed Homogeneous A 1/8-inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit. The thread cannot be re-rolled after reaching the plastic limit. The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic limit. The thread can be re-rolled several times after reaching the plastic limit. The lump can be formed without crumblina when drier than the plastic limit. Absence of moisture, dusty, dry to the touch. Damp but no visible water. Visible free water, usually soil is below water table. Alternating layers of varying material or color with layers at least'/z inch thick. Alternating layers of varying material or color with layers less than'/a inch thick. Breaks along definite planes of fracture with little resistance to fracturing. Fracture planes appear polished or glossy, sometimes striated. Cohesive soil that can be broken down into small angular lumps which resist further breakdown. Inclusion of small pockets of different soils, such as small lenses of sand scattered through a mass of clay. Same color and appearance throughout. Page � A-7 LABORATORY TEST PROCEDURES A brief description of the laboratory tests performed is provided in the following sections. DESCRIPTION OF SOILS (VISUAL-MANUAL PROCEDURE) (ASTM D2488) The soil samples were visually examined by our engineer and soil descriptions were provided. Representative samples were then selected and tested in accordance with the aforementioned laboratory-testing program to determine soil classifications and engineering properties. This data was used to correlate our visual descriptions with the Unified Soil Classification System (USCS). POCKET PENETROMETER Pocket Penetrometer tests were performed on cohesive soil samples. The pocket penetrometer provides a consistency classification, and an indication of the soils unconfined compressive strength (Qu). NATURAL MOISTURE CONTENT (ASTM DZ216) Natural moisture contents (M%) were determined on selected samples. The natural moisture content is the ratio, expressed as a percentage, of the weight of water in a given amount of soil to the weight of solid particles. ATTERBERG LIMITS (ASTM D4318) The Atterberg Limits test was performed to evaluate the soil's plasticity characteristics. The soil Plasticity Index (PI) is representative of this characteristic and is bracketed by the Liquid Limit (LL) and the Plastic Limit (PL). The Liquid Limit is the moisture content at which the soil will flow as a heavy viscous fluid. The Plastic Limit is the moisture content at which the soil is between "plastic" and the semi-solid stage. The Plasticity Index (PI = LL - PL) is a frequently used indicator for a soil's potential for volume change. Typically, a soil's potential for volume change increases with higher plasticity indices. MATERIAL FINER THAN NO. Z00 SIEVE BY WASHING (ASTM D 1140) Grain-size tests were performed to determine the partial soil particle size distribution. The amount of material finer than the openings on the No. 200 sieve (0.075 mm) was determined by washing soil over the No. 200 sieve. The results of wash #200 tests are presented on the boring logs included in this report and in the table of laboratory test results. Page � A-12 UNCONF/NED COMPRESSION TEST (ASTM D2166) Unconfined compressive strength tests are performed on relatively undisturbed samples extruded from Shelby tubes. The unconfined compressive strength test provides indication of the approximate strength of cohesive soils in terms of total stresses. A tube sample is extruded and trimmed square to prepare a specimen with length to diameter ratio between 2.0 and 2.5. The specimen is placed in a loading device and subjected to a uniaxial compressive load. Load and deformation readings were recorded during each test. The sample is loaded until the load values decrease with increasing strain, or until the sample has experienced 10% strain. The unconfined compressive strength (Qu) is reported as the maximum stress value or stress value recorded at 10% strain, whichever occurred first. ONE-DIMENSTIONAL SWELL (ASTM D4546) The one-dimensional swell test provides indication of the potential vertical rise (PVR) due to swelling of subgrade soils with additional moisture content. The sample was trimmed and placed in a consolidometer where a seating load was applied. The expansion (swell) of the soil is recorded for the duration of the saturation period. A summary of the results from the Swell tests are presented in Table L-2 of this Appendix. WATER SOLUBLE SULFATE (TEX-145-E) Representative samples of soil are collected and analyzed for sulfates to evaluate the acid soluble sulfate content for the site. Soil sulfate content tests were performed on the samples to evaluate sulfate attack on buried concrete. The test results are compared to published standards applicable to the project construction for assignment of corrosion potential ratings. LIME SERIES — pH Method (ASTM D6276) This test method provides a means for estimating the soil-lime proportion requirement for stabilization of a soil. This test method is performed on soil passing the 425µm (No. 40) sieve. The optimum soil-lime proportion for soil stabilization is determined by tests of specific characteristics of stabilized soil such as unconfined compressive strength or plasticity index. This test method is used to determine the percentage of lime that results in a soil-lime pH of approximately 12.4. LABORATORY CALIFORN/A BEARING RATIO (ASTM D 1883) The California Bearing Ratio, usually abbreviated CBR, is a punching shear test. The CBR value is a semi-empirical index of the soil's strength and deflection characteristics and has been correlated with pavement performance to establish design curves for pavement thickness. The tests were performed on six-inch diameter, five-inch thick disks of compacted soil, confined in steel cylinders. The specimens were soaked for at least 96 hours prior to testing. A piston, approximately two inches in diameter, was forced into the soaked soil at a standard rate to determine the soil's resistance to penetration. The CBR value is the ratio, expressed as a percentage, of the actual load required to produce a 0.1-inch deflection to that required for the same deflection in a certain standard crushed stone. Page � A-13 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. B-01 B-01 B-01 B-01 B-01 B-01 B-01 B-02 B-02 B-02 B-02 B-02 B-02 B-02 B-03 B-03 B-03 B-03 B-03 B-03 B-03 B-04 B-04 B-04 B-04 B-04 B-04 B-04 B-05 B-05 B-05 B-05 B-05 B-05 0.7 - 2.0 25.1 52 20 2.0 - 4.0 3 4.3 4.0 - 6.0 32.3 66 25 6.0 - 8.0 31.4 8.0 - 10.0 28.1 13.0 - 15.0 23.7 18.0 - 20.0 19.1 0.2 - 2.0 8.1 2.0 - 4.0 30.2 54 23 4.0 - 6.0 24.4 6.0 - 8.0 21.9 43 18 8.0 - 10.0 23.9 13.0 - 15.0 21.1 18.0 - 20.0 18.7 0.4-2.0 23.6 38 18 2.0 - 4.0 1 7.7 4.0 - 6.0 19.7 38 16 6.0 - 8.0 2 8.1 8.0 - 10.0 23.8 56 21 13.0 - 15.0 19.6 18.5 - 20.0 18.2 0.7 - 2.0 1 7.0 2.0 - 4.0 20.9 32 15 4.0 - 6.0 2 3.7 6.5 - 8.0 2 0.1 8.0 - 10.0 25.4 52 22 13.0 - 15.0 19.2 18.0 - 20.0 20.8 0.1 - 2.0 30.8 50 21 2.0 - 4.0 23.3 50 19 4.5 - 6.0 2 5.9 6.5 - 8.0 2 5.9 8.0 - 10.0 25.3 57 21 13.0 - 15.0 14.4 Table L-1: General Soil Classification Test Results 32 41 31 25 91.6 20 22 35 9$•2 17 30 31 31 36 91.7 98.5 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. I B-05 � B-06 B-06 B-06 B-06 B-06 B-06 B-06 B-07 B-07 B-07 B-07 B-07 B-07 B-07 B-08 B-08 B-08 B-08 B-08 B-08 B-08 B-09 B-09 B-09 B-09 B-09 B-09 B-09 B-10 B-10 B-10 B-10 B-10 18.5 - 20.0 16.4 0.8 - 2.0 28.5 _ 45 � 21 � 2.0 - 4.0 14.8 4.0 - 6.0 15.3 40 16 6.5 - 8.0 21.2 8.0 - 10.0 17.1 � 55 21 13.0 - 15.0 19.7 18.5 - 20.0 19.7 0.8 - 2.0 25.1 2.0 - 4.0 26.1 50 20 4.0 - 6.0 � 21.7 6.0 - 8.0 24.2 8.0-10.0 23.5 55 18 13.0 - 15.0 21.3 18.0 - 20.0 21.2 0.2 - 2.0 25.1 L 2.0 - 4.0 28.6 4.0 - 6.0 21.7 39 15 6.0 - 8.0 24.2 8.0 - 10.0 18.2 45 16 13.0 - 15.0 21.3 18.0 - 20.0 21.2 0.2 - 2.0 24.0 2.0 - 4.0 1 9.9 4.0 - 6.0 17.4 34 16 � 6.5 - 8.0 � 24.5 I 8.0 - 10.0 24.4 55 22 13.0 - 15.0 20.3 18.5 - 20.0 21.1 0.7 - 2.0 27.7 44 20 2.5 - 4.0 1 8.1 4.0 - 6.0 22.6 36 15 6.5 - 8.0 1 6.5 8.5 - 10.0 22.4 Table L-1: General Soil Classification Test Results 24 � 24 34 I 86.0 30 37 93.0 24 29 87.2 18 80.0 � 96.6 33 � 24 21 LABORATORV TEST RESULTS The results of the laboratory testing are presented in the following tables. B-10 B-11 B-11 B-11 B-11 B-11 B-11 B-11 P-01 P-01 P-01 P-01 P-01 P-02 P-02 P-02 P-02 P-02 P-03 P-03 P-03 P-03 P-03 P-04 P-04 P-04 P-04 P-04 P-05 P-05 P-05 P-05 P-05 18.5 - 20.0 0.7 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 13.0 - 15.0 18.5 - 20.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.3 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.8 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.7 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.8 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 18.1 30.3 16.5 35 15 13.6 20.4 24.7 60 22 20.6 21.1 17.8 46 19 18.5 2 5.7 24.0 23.6 19.4 52 20 10.3 11.5 19.1 23.7 51 17 25.7 23.1 53 20 23.8 25.0 19.9 23.4 29.2 56 22 21.5 19.3 I I 21.4 28.1 57 21 32.4 31.7 52 20 14.2 18.7 Table L-1: General Soil Classification Test Results 20 38 97.5 27 84.2 32 34 33 34 36 96.7 32 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. P-06 P-06 P-06 P-06 P-06 P-07 P-07 P-07 P-07 P-07 P-08 P-08 P-08 P-08 P-08 P-09 P-09 P-09 P-09 P-09 P-10 P-10 P-10 P-10 P-10 DP-01 DP-01 DP-01 DP-01 DP-01 DP-01 DP-02 DP-02 DP-02 0.6 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.2 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.2 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.5 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 9.0 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 9.0 - 10.0 14.0 - 15.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 16.5 � 22.8 _ 42 18 15.9 21.4 16.9 22.4 I 40 16 � 20.2 21.7 52 20 22.6 19.4 25.3 18.1 16.3 42 16 12.0 20.0 L 24.0 � 56 22 19.2 16.8 13.6 15.0 I 28.4 21.4 17.6 54 21 11.7 12.0 33 16 25.0 � 47 19 19.1 16.7 47 18 � 8.2 14.4 9.1 32.7 28.6 58 24 17.9 Table L-1: General Soil Classification Test Results 24 24 88.9 32 26 34 � 98.4 33 17 28 29 34 LABORATORV TEST RESULTS The results of the laboratory testing are presented in the following tables. B-01 (4 to 6 teet) B-02 (6 to 8 feet) B-03 (4 to 6 feet) B-03 (8 to 10 feet) B-04 (8 to 10 feet) B-05 (2 to 4 feet) B-05 (8 to 10 feet) B-06 (8 to 10 feet) B-07 (2 to 4 feet) B-08 (8 to 10 feet) B-09 (4 to 6 feet) B-11 (2 to 4 feet) B-11 (8 to 10 feet) B-01 B-02 B-04 B-05 B-06 B-07 B-08 B-09 B-10 B-11 66 41 323 34.6 43 25 21.9 26.2 38 22 19.7 21.2 56 35 23.8 25.7 52 30 25.4 28.8 50 31 23.3 25.4 57 36 � 253 28.6 55 34 25.2 30.2 50 30 26.1 29.3 45 29 18.2 18.6 34 18 17.4 21.0 35 20 16.5 17.1 60 38 24.7 29.0 Table L-2: One Dimensional Swell Test Results 18 to 20 113.8 7.3 13 to 15 110.5 4.9 18 to 20 109.8 3.5 13 to 15 113.3 5.9 13 to 15 113.8 5.7 18 to 20 108.3 2.6 13 to 15 111.1 3.9 13 to 15 108.9 5.0 13 to 15 115.6 4.7 13 to 15 112.1 3.8 Table L-3: Unconfined Compression Test Results 0.5 0.4 0.2 0.3 0.7 0.2 0.3 0.2 0.3 0.0 0.0 0.0 1.7 � 584 815 599 1055 1053 358 1053 1064 357 1051 582 359 1053 5.2 4.4 5.5 6.2 4.9 4.9 4.4 8.9 4.4 2.6 uN-uz 13.5 - 15.0 14.5 Table L-1: General Soil Classification Test Results LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. Composite Reddish Brown and Brown Fat Clay (P-03 to P-05, 0 to 4 feet) Composite Light brown Lean Clay (P-07 to P-10, 0 to 4 feet) P-02 (0.3 to 2 feet) 370 P-02 (2 to 4 feet) 210 P-05 (0.8 to 2 feet) 300 P-07 (0.1 to 2 feet) 410 P-08 (0.2 to 2 feet) 300 P-10 (2 to 4 feet) 340 Table L-4: Sulfate Test Results 7.9 11.7 7.8 11.4 12.0 12.2 11.9 12.4 12.4 12.4 12.4 -- E:? �: Table L-5: Lime-Series Test Results 8420 Sterling Street � � , Irving, Texas 76053 (469) 320-9800 G-�:; .avariic;,l, Env�ronrnental. and Materials Engineers PROJECT NAME Fossil Creek CLIENT The Haskell Companv 140 I � � 135 i � � 130 i � � 125 i � � 120 i � � 115 i � � v I } 110 i � z � p I � I 0 105 I � � oo � I I 95 i � � � 90 i � � 85 i I ao I 0 MOISTURE-DENSITY RELATIONSHIP PROJECT NUMBER DF240030 PROJECT LOCATION Fort Worth, Texas \ � DATE TESTED: 3/21/2024 \� SOURCE OF MATERIAL: Composite Sample #1 (P-03 to P-05 0 to 4 feet) \� ` DESCRIPTION' Fat Clay with Calcareous Nodules and Traw Gravel (CH), Reddish Brown & Brown \\ MOISTURE AS RECEIVED: 26.5% SPECIFIC GRAVITY: (Assumed) \ \ ATTERBERG LIMITS: Liquid Limit: 58 Plastic Limit: 22 Plasticity Index: 36 \ GRADATION: %<#200:95 %>3/4": %>3/8": %>#4: \ ` \\ CLASSIFICATION: Method: ASTM D2487 Classification: CH � TEST METHOD: ASTM D698 Method A; Prepared Dry; Automatic Hammer \\` TEST RESULTS: Maximum Dry Density: 99.2 PCF Optimum Moisture: 23.3 % \` OVERSIZE CORRECTION: Results Not Corrected for Oversized Material \ \ \ \ \�\ \ \� \ ` �\ � \\ � \� \ \� \ \� \\ \� \\ \ \ \\ � � \� �� / r 5 10 15 20 25 30 MOISTURE CONTENT (% DRY WEIGHT) � � \ \� \ � Curves of 100% Saturation for Specific Gravity Equal to: �\ � 2.80 2.�0 ��'� z.6o 35 40 Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL •Columbus, GA • Louisville, KY• Raleigh, NC• Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, Afd� Tulsa, OK Oklahoma City, OK • DFW Metroplex, TX• Virginia Beach, VA CALIFORNIA BEARING RATIO TEST RESULTS ioo N a p 50 � N a Z O C Q O � ' �� /� , 0 I 0.0000 0.1000 0.2000 03000 0.4000 0.5000 PISTON PENETRATION (INCHES) 0.6000 I 56 Blaws t25 Blows 10 Blows I Project Fossil Creek Molding Post-Soak Pre-Soak Post-Soak Change In Swell Corrected CBR Value @ Moisture Moisture Dry Density Dry Density Dry Density (°/a) 0.1" 0.2" Project # DF240030 Content Content (PCF) (PCF) (%) Date April 3, 2024 (%) (%) Client The Haskell Company 56 21.2 27.1 101.9 99.0 -0.03 1.66 2.9 2.4 25 22.1 27.2 99.1 97.6 -0.02 2.03 1.3 13 10 20.8 34.0 91.2 88.4 -0.03 338 0.6 0.5 ' Sample Number: Composite Sample #1 Sample Description: Fat Clay (CH) with calcareous nodules and trace gravel, reddish brown and brown Composite from borings P-03, P-04, and P-OS (0 to 4 ft) 8420 Sterling Street � � . Irving, Texas 76053 (469) 320-9800 ��e::•.•�:nnicsl, Erwironmental, and Materials Enginee�s PROJECT NAME Fossil Creek CLIENT The Haskell Companv 140 I � � 135 i � � 130 i � � 125 i � � 120 i � � 115 i � � v I } 110 i � z � o � � � 0 ,os � I , oo � I I 95 i � � 90 i � � � 85 i I ao I 0 MOISTURE-DENSITY RELATIONSHIP PROJECT NUMBER DF240030 PROJECT LOCATION Fort Worth, Texas \ � DATE TESTED: 3/21/2024 \� SOURCE OF MATERIAL: Composite Sample #2 (P-07 to P-10 0 to 4 feet) � DESCRIPTION: Lean Clay with Calcareous Nodules (CL), Light Brown \ \ MOISTURE AS RECEIVED: 22.3% \\ SPECIFIC GRAVITY: (Assumed) \\ ATTERBERG LIMITS: Liquid Limit: 44 Plastic Limit: 19 Plasticity Index: 25 GRADATION: %<#200:86 %>3/4": %>3/8": %>#4: \ ` \\ CLASSIFICATION: Method: ASTM D2487 Classification: CL � TEST METHOD: ASTM D698 Method A; Prepared Dry; Automatic Hammer \` TEST RESULTS: Maximum Dry Density: 110.5 PCF Optimum Moisture: 16.6 % \ ` OVERSIZE CORRECTION: Results Not Corrected for Oversized Material \\ � � \\ \ \ \� \ ` �\ � \\ � \� -�\ \ \� / �\ �\ ��\ \\ ��\ ; �� \ � �� \ . `\\ .\ � � � � �\ � \ � � Curves of 100% Saturation \ , for Specific Gravity Equal to: �\ � 2.80 2.�0 ��'� z.6o 10 15 20 25 30 35 40 MOISTURE CONTENT (% DRY WEIGHT) Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL •Columbus, GA • Louisville, KY• Raleigh, NC• Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, Afd� Tulsa, OK Oklahoma City, OK • DFW Metroplex, TX• Virginia Beach, VA CALIFORNIA BEARING RATIO TEST RESULTS so �' N a Z O � N a Z O C Q O f � ' � A - _ - N I I , N � �� 0.�� . � �0� D.z�O� Project Fossil Creek Project # DF240030 Date April 3, 2024 Client The Haskell Company 03000 0.4000 0.5000 0.6000 PISTON PENETRATION (INCHES) I 56 Blaws t25 Blows 10 Blows I Molding Post-Soak Pre-Soak Post-Soak Change In Swell Corrected CBR Value @ Moisture Moisture Dry Density Dry Density Dry Density (°/a) 0.1" 0.2" Content Content (PCF) (PCF) (%) (%) (%) � 56 17.2 22.4 110.1 108.4 -0.02 2.46 2.6 2.1 � 25 17.9 26.3 101.4 100.4 -0.01 1.26 1.0 0.8 � 10 17.6 29.9 903 90.7 0.00 1.79 0.4 0.4 Sample Number: Composite Sample #2 Sample Description: Lean Clay (CL) with calcareous nodules, light brown Composite borings P-07 through P-10 (0 to 4 ft) LOG OF BORING Designation: B-01 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 647.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847028°, -97.308855° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 23.5 623.5 � _ _ g : . . : . . : . . : .. : . HALEY FA CLAY (CH): hard, brown, moist, S T X 8 20 � ❑ (RESIDUAL) 30 25 — - 620- :..:..:..:..:..:..:..:..:. - - ......................... 28.5 618.5 _ _ 13 :..:..:..:..:. H EY F CLAY(CH): hard, gray, moist, X S AL AT 9 �g � �C\ (RESIDUAL) 29 30 - 615- :..:..:..:..:..:..:..:..:.. - - X 10 19 :..:..:..:..:. . »❑ 31 / \ 50/5„ 35— � - 610- ......... ........ _ 39.0 608.0 1z SHALE: moderatel hard, ra (PAWPAW � 11 50/0.25" "� FORMATION, WENO LIMESTONE, AND 40— 50� DENTON CLAY) Groundwater not - 605- �� encountered at time of drilling. - - kfilled p n Borehole bac � u o completion. Consistency based on - � � � � � � correction ctor for ..... fa � 1z 50/1" �>❑ Automatic hammer. pocket 45— 50/0.5„ 45.0 602.o penetrometer, strength tests, Boring Terminated at 45 feet. or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration W-yrl�UE SIANGr`�Ri� �'E'�TA�ICY,d RE515TANCE (�1�•iFd T_'061 REL REC�]4'ERY LL' _1�1�IC� IJMIT lYI; NAT►IRA �.'�415fI�RE CUh'TEt�lT )L �►A9l5747�f F'fR.i EtiT ha14i�1+"trl _ S'-4515�R� �_�S�NTEI�T RQd R�CK QUALl11' BESIGhlAFl�t+s PL• FLASTIC �1MIT F: pf��1T PA55ENG NQ- _'ilQ SIE11E +� �iRO�J�tit��r�Y��R !.fVE� IN THE B4R€Hs7L= AT TIMz C]F aiilWMG Ufl UPJC�IST4JF�EG PI: QLASTICIF'r IhiDEX � S1�A8�u:�:� C,PQq.1h,IDVy',1T�R. LEVE� Q�s POCK>_� PEt•rETnOMIETER Uh;�O��FIF��ED LOM�. R��I'JESTHEa>'V�,fF+ Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-02 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Hollow Stem Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847520°, -97.308608° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q _ � w J�ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q J LL, � �^ • % Moisture • 20 40 60 80 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 3/11/24 WEATHER: Cloudy ELEVATION: 649.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION �\TOPSOIL: �2" / _ � �..;..;.� ..:..:..:..:..:.. Sample1 FATCLAY(CH):stifftoverystiff,darkbrown, M:8.1% dry, (FILL) _ :..:..:..:..:..:.. Sample 2 LL: 54 _ 2 ;..;F#�-I.;.. .. ..;.. PL:23 PI: 31 - 645 : . . : . . : . . : . . : . . : . . : . . : . M. 30.2 / 4.0 5_ 3 ��`:�: : Sample3 M: 24.4 % _ :..:..:..:..:..:..:..:.. . 6.0 Sample 4 LL: 43 4 : . .�� . : . . : . ,� . : . . : . . PL: 18 - PI: 25 M: 21.9% _ :..:..:..:..:..:..:..:..:.. F.91.6/ 8.0 - 640 5 : . . � : . . : . . : . . : . . : . �. . : . . M. 23I9% m 10— - 635 6 � .:..:..:..:.. ..:.t.. M.2p11% am 15— 18.0 - 630 7 � . . . . . . . . . . : . . : . .�. . M 18 7 / ample 7� z0— 20.0 SAMPLE TYPE ■ Shelby Tube very stiff, moist, with limestone fragments V 2 a REMARKS � � FAT CLAY (CH): very stiff, light brown, tan, moist, with chalk and limestone fragments, (FILL) LEAN CLAY (CL): very stiff, light brown, with chalk seams, (RESIDUAL) SHALEY FAT CLAY (CH): hard, brown, moist, (RESIDUAL) SHALEY FAT CLAY (CH): hard, gray, moist, (RESIDUAL) Boring Terminated at 20 feet. Swell = 0.4% at 815 psf surcharge Unconfined compressive strength = 4.9 tsf at 4.4% strain Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-YA�tUE STAMGA Ri� nE'��:A � ICY,J FtES�AN�E {,xC.S�-fT0 T='Q�� 1tEC P�EC�b'ERY LL Ji1�l L� L1MIT M; �lAT�1NA �AOISTI�RE CiDhITEFeT X�►Af115TU�if PfR_CEtiT haRFU+'tA_ *f-415�7.iRF COrvTEIuT RQG R�CIC QUALiTY L'E5IGNAFI�tti PL• �LASTIt =_IMIT F: P=�tC6�IT FA55tNG NQ. _'fl� S1EVE +� Gd20l�haDWkTFR ! fVE� Ih; iHE @!�R€Hk7L: AT TIM£ QF Dit4WMG 41fl UNC�ISTUPoED PI: PtA571�IT'�' Ihi�Ex Z ST+19�1L'�� GP,CK.1F,fD+/v'ATcA. LE►+EC Q�s POCK±� REf tE7�Ohr1ETER S1hSC�t�iFlhlED C�h�1�RFSIVESI'FL•'olGfH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-03 Sheet 1 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 648.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847459°, -97.307131° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 Sample 1��PORTLAND CEMENT CONCRETE: � 5.25" - � ;..��__i;..;..;.�.. ..;.. PL:18 hl f , oi , LEAN CLAY (CL): very stiff, tan, brown m�st PI:20 wit imestone ragments, (FILL) - :..:..:..:..:.. M:23.6% Sam le 2 - 645- 2 �..;..;..;..:�:..;..;.. p M: 17.7% - - :..:..:..:..:..:..:..:..:.. Sample 3 LL: 38 5— - 3 '�-,�—;--�--T�' PL:16 PI: 22 M: 19.7% 6.5 _ Z3 ;..;.. . FAT CLAY (CH): ver stiff, li ht brown, brown, 4 11 �1: ::�� Nj Zg�� j light gray, moist, shaley, (FI�LL) y - 640� ;..;. 8.0 Sample 5 LL: 56 SHALEY FAT CLAY (CH): hard, reddish brown, S : ��F:..;..;..�.. PL:21 moist, (RESIDUAL) PI: 35 M: 23.8 % 10— - I : F:98.2% - 635- :..:..:..:. .:..:..:..:..:.. 13.5 _ _ g :..:..:..:.... HALEY FA CLAY (CH): hard, gray, moist, Sample 6 S T 6 �� M:19.6% (RESIDUAL) 15 15— — - 630- :..:..:..:..:..:..:. :..:.. - - 11 X � 16 � Sample 7 27 M: 18.2 % 20 - - :..:..:..:..:..:..:. :":\ �� SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration Swell = 0.2% at 599 psf surcharge Swell = 03% at 1055 psf surcharge N-YA�UE STAMGARi�nE'��:A�ICY.JRESl5TA�10E{AAS`{TOT='Q�� 1tEC REC�b'ERY LL' Jti�JCL1MIT M;h�A4T�.lNA'AOISTI�RECiDh1TEt+lT X�►Af115TU�if F'�R_CEtiT haRFU+'tA_ *f-41517.iRF COtvTEIuT RQG R�CIC QUALiTY L'E5IGNAFI�t+s PL• �LASTIt =_IMIT F: P=�tC6�IT FA55tNG NQ. _'fl� S1EVE +� Gd20l�haDWkTFR ! fVE� Ih; iHE @!�R€Hk7L: AT TIM£ QF Dit4WMG 41fl UNC�ISTUPoED PI: PtA571�IT'�' Ihi�Ex Z ST+19�1L'�� GP,CK.1F,fD+/v'ATcA. LE►+EC Q�s POCK±� REf tE7�Ohr1ETER S1hSC�t�iFlhlED C�h�1�RFSIVESI'FL•'olGfH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA V 2 a REMARKS � � LOG OF BORING Designation: B-03 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847459°, -97.307131° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q � � J J �ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • �j 20 40 60 80 - - 15 ;..;..;. X $ 25 , , ; ; »❑ 50/5„ ZS— � - 620- :..:..:..:..:..:..:..:..:.. - -v 9 �9 ;..;..;..;.. y�n 31 % \\ 50/3„ 30— - - 615- ;..:.. \/ 18 - - y 10 30 :...........:..:..:..:. y�fl � � 50/1.5„ 35— - - 610- _ ;..;..;.. 12 11 50/0.75" ?�� 40— 50/0.5„ - 605- 45— - SAMPLE TYPE ■ Shelby Tube �Split Spoon 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 3/12/24 WEATHER: Cloudy ELEVATION: 648.0 DRILL CREW: Savage LOGGED BY: R. Shrestha 23.5 40.0 SOIL DESCRIPTION SHALE: moderately hard, gray, (PAWPAW FORMATION, WENO LIMESTONE, AND DENTON CLAY) Boring Terminated at 40 feet. V 2 a REMARKS � � 624.5 � 608.0 Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. � TxDOT Cone Penetration F1-yAt►,UE SIAhdCr�Ri+nE!1=fc+A�IO;J R:FSiSTAN�E{AAS-iTOT-_'45� itE[ REC4]4'ERY LL Ji��IG IJMIT AR; P.IAT'�NA �dISTURECUh�TEt+�T �L IhAOlSTlliiE PfP�E�iT NATl1�A: `�C51§i�;R_= �_t]I�rTEIvT RLlO R�CK QUALffV L'ESIGNAYI�t� PL• PLASTIC �1M1T F: P£3tL��IT aA55ENG NQ- �AO SIE�1E � G420UFrt?'.YA�R !.fVEL Ih i}�E BOR€Fi�L: AT Tlrv1'r f}F DRIWMG tl� UNC�ISTUPuEG PI� ¢LA5TIC1� It�s6tr � SFAFJILL�d) GPOt1h�CsWAT�R. �EVE� iM.i FC)CK� � RE ��eETrOfvIETER t1M1iC�5f+CFlr�E� C��A. RF551'.rE SfR�'VC,TF# Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechni�ai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847376°, -97.306331° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w 1 - - 2 - 645- 5- - 3 _ � 4 4 16 7 - 640- 5 10— - - 635- 6 15— - - 630- 7 20— - ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 :..:..:..:..:..:..:..:..:.. S � � ample 1 M: 17.0% :..:..:..:..:..:.. Sample 2 LL: 32 ;.I•��..;..;..;�'.. ..;.. PL:15 PI: 17 M: 20.9 % �: : � : Sample3 M: 23.7 % :..: : : :..:..:. Sample 4 + : : `� M: 20.1 % ;..:.. .. S ample 5 LL: 52 :..:�+..:. �..:..:.. PL: 22 PI: 30 M: 25.4 % � : F: 91.7% � ..:..: .:..:.. .. ..�.. M.19.2% am Sample 7 `. .. .. .. . �.. .. M: 20.8% SAMPLE TYPE ■ Shelby Tube �Split Spoon 0.7 8.0 13.0 18.0 LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: B-04 Office: (469) 320-9800 Sheet 1 of 2 LOCATION: Fort Worth, Texas DATE DRILLED: 3/12/24 WEATHER: Cloudy ELEVATION: 649.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION PORTLAND CEMENT CONCRETE: � 8" LEAN CLAY (CL): very stiff, tan, brown, light brown, moist, with limestone fragments, (FILL) FAT CLAY (CH): very stiff, reddish brown, light brown, moist, with limestone fragments, (RESIDUAL) SHALEY FAT CLAY (CH): hard, reddish brown, brown, moist, (RESIDUAL) SHALEY FAT CLAY (CH): very stiff, brown, moist, (RESIDUAL) � TxDOT Cone Penetration 6483 0 641.0 636.0 631.0 V 2 a K � REMARKS Swell = 0.7% at 1053 psf surcharge Unconfined compressive strength = 3.5 tsf at 5.5% strain W-Y�tUE SIANCrARi+nE'�-TrA�ICY,J aFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J{"1�IC LIIJIIT AR; h�AT�.�NA �.'+415fI�RECuNTEt�eT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlIi' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'aT FA55ENG NQ. _'fl� SIE11E +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC 'Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-04 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 649.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847376°, -97.306331° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 23.5 625.5 � - 625 - � � WEATHERED SHALE: moderately hard, light ,� a j� X 8 17 � ra ,(PAWPAW FORMATION, WENO � o 26 gIMESTONE, AND DENTON CLAY) � a� ZS— — o .� - - :..:..:..:..:..: �°% - - :..:..:..:..:..:..:..: �a� - - :..:..:..:..:..:.. �a� - 6Zo ;..;..;..;.. � a. � � � 9 50/4" , »❑ \' � ° % 30— 50/3„ - - :..:..:..:..:..: (�°%) �aT - - :..:..:..:..:..:..:..: �a� - - �a� - 615 :..:..:..:..:..:..:..:..: . 34.0 615. � a � 12 0 ��o 50/1.5" 5>❑ SHALE: moderately hard, gray, (PAWPAW 35— 50/1„ FORMATION, WENO LIMESTONE, AND DENTON CLAY) - 610 ;..;..;.. 12 11 50/1.5" ?�� 40— 50/1„ 40.0 609.0 Boring Terminated at 40 feet. Groundwater not _ _ :..:..:.. encountered at time of drilling. - - kfilled p n Borehole bac � u o completion. Consistency based on - 605- � � � � � � � � � correctionfactorfor Automatic hammer. pocket 45— - penetrometer, strength tests, or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration N-VALUE 57AhJCr�Ri� �'E!1=f�'A�I�YJ FtE5t5TAIVCE {AA5-iT0 T-_'45� REC RECs]4'ERY LL Ji��IG IJR,11T M; ?.IAT'�NA �dISTURE CUh�TEt+�T yi MOISTUiiE F'fR�E�iT NAFl1,��1�_ `1'CiISTY.+R_= r��VTEIvT RClO R�CK QUALffV BESIGNAFI�t� PL• �LASTI£ Jh11T F. P£3i�E3JT 6+LSSENG NQ. �� SIE�1E � tiRO��tti�'.'r'A�R !.E'UEL Ih: i}iE Bd3REFisJli AT T1Mz OF DitIWMG tl� UNC�ISTUfiuED PI: �I.ASTICI� Itz6tX � STAH�u�i1 GPOS1h�C+W,t.TrR. LEUE� i� P4CIt� � RE I�rETnOfvIETER t1M1iC�iP+�Fi��E� C�Mt. RF551'JE SfR�'+1GTFt Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-05 Sheet 1 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/13/24 DRILLING METHOD: Solid Flight Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 653.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847452°, -97.304932° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 Sample 1 ��TOPSOIL: �1.5" / LL: 50 - 1 1--��i :�� PL: 21 FAT CLAY (CH): very stiff, drak brown, brown, PI: 29 moist, with trace organic matter and 0.8% 2 en - ................. M 3 0 limestone fragm ts, (FILL) LL: SOIe z FAT CLAY (CH): very stiff, brown, tan, moist, - 650- 2 �� :�' ': PL: 19 with limestone fragments, (FILL) PI: 31 - - .......................... M: 233 % 4.0 FAT CLAY (CH): stiff, reddish brown, tan, 5— -V 3 1z Sample 3 moist, with limestone fragments, (FILL) / \ 4 �'�' ' M:25.9% 6.5 _ 3 ;.. .. ..;..;. FAT CLAY (CH): stiff, reddish brown, tan, X 4 Sample 4 4 � M: ZS g� moist, with shale layers, (RESIDUAL) 6 - 645 � :..: .:..:..:..:..:. Sample 5 hard LL: 57 - - ... ......... PL: 21 S PI: 36 M: 253 % 10— - F:98.5% - 640- :..:..:..:. : : : : : 13.0 ........... - - 6 � "�fv1 144/ moi , ( ESIDU ) � ha , g t bro , a , SHALEY FAT CLAY (CH : rd li h wn t n mple 6 'st R AL °o 15— - - 635- :..:..:..:..:..:..'.. 18.0 SHALEY FAT CLAY (CH): hard, brown, moist, - - 10 :..:..:.. 5 X ample 7 �RESIDUAL) � 15 � : M:16.4% 23 20 — VO SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration V 2 a � � 65L.y 651.0 , 649.0 646.5 . 640.0 635.0 REMARKS Swell = 0.2% 358 psf surcharge Swell = 03% at 1053 psf surcharge Unconfined compressive strength = 5.9 tsf at 6.2% strain W-VAU.UE STAhdCrxRL�'EP1Tr+A�lO'JFiF3t51AM�E(,�lS�ITOT-_'4ki� kE[ fiEC�b'ERY LL Jti��ICL1M11T Ad;?JAT'�NA�.�OISTIJRECUh�TEt+�T �i IhAO1STUAE PfR�EwiT NAALIr�A: 4'-Li15�1lR� _OI�TEI�T kQ0 ROCK QUALf1V L'ESIGNAflOh6 PL• PLASTIC �IMIT F: P€#kC6�IT FASSthIG MQ �A� S1E5JE � GR0�.1fti�'.':A�R !.fUEI IM i}�rE Bl�R€Ft�.7li AT 11Mz OF D�t4WM1JG 41fl UNC�ISTUR�sEG PI� n�ASTl�Ii'� Ih:CEr � SP+1911L•t;.7GP,CW.1h�WAT�A.LEVE� � PQCK�� PEt�ETn�bIET�RSlt3CUtyFlrlE��Q�1.prSl'JEST�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-05 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847452°, -97.304932° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q _ � w J�ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • y,,� 20 40 60 80 - - 9 ;..;..;. $ 15 ��.., 24 ZS— — - 625- :..:..:..:..:..:..:. :..:.. - - 10 ;..;..;.. X 9 14 30 24 - 620- ;..:.. _ :..:..:..:..:. :.. ..... 12 10 50/1.5" 5>❑ 35— 50/1„ - 615 _ ;..;..;.. 12 11 50/3.25" ?�� 40— 50/1.5„ - 610- 45— - SAMPLE TYPE ■ Shelby Tube �Split Spoon 34.0 40.0 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Cloudy ELEVATION: 653.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION V 2 a � � REMARKS SHALEY FAT CLAY (CH): hard, brown, moist, (RESIDUAL)(continued from 18.0 feet ) SHALE: moderately hard, gray, (PAWPAW FORMATION, WENO LIMESTONE, AND DENTON CLAY) Boring Terminated at 40 feet. � TxDOT Cone Penetration Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. W-Y�tUE SIANCrARi+nE'�-TrA�ICY,J aFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J{"1�IC LIIJIIT AR; h�AT�.�NA �.'+415fI�RECuNTEt�eT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlIi' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'aT FA55ENG NQ. _'fl� SIE11E +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA / 619.0 %/l 613.0 LOG OF BORING Designation: B-06 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: P. Cloudy EQUIPMENT USED: CME 75 ELEVATION: 647.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846940°, -97.306304° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 D.�.4.:.� � _ PORTLAND CEMENT CONCRETE: �9.75" v:; .q� Sample 1 0.8 646.7 �: n: - LL:45 LEAN CLAY (CL): very stiff, brown, tan, moist, 1 }-�� PL:21 PI: 24 Z � with limestone fragments, (FILL) 645.5 _ :..:..�..;..�.. M. 28.5% 6a5- LEAN CLAY (CL): very stiff, light brown, tan, 2 � � Sample 2 moist, with calcareous and limestone - M: 14.8% fragements, (FILL) _ :..:..:..:..:..:..:..:..:.. Sample 3 - LL: 40 5— 3 l�;--r—' I..:..:.,! ' PL:16 PI: 24 _ ........................... M:153% 6.5 641.0 . _ �g :.. ..:..:..:. FAT CLAY (CH): very stiff, tan, brown, moist, 4 Sample 4 640-� 6 M:21.2/ with limestone fragments and shale layers, Z (RESIDUAL) _ — ;..:. Sample 5 hard Swell = 02% at 1064 psf PL: 21 surcharge - S : �:�i.:..:..:..�.. PI: 34 M: 17.1 % 10— F: 86% 635- 13.0 634.5 _ SHALEY FAT LAY (H): hard, brown, moist, Unconfined compressive 6 ( ESIDU ) streng = 5.7 tsf at 4.9% - 6 � .:... ....... ....�� Sam le R AL th �: �g.�o�p strain 15— 630- Groundwater not _ � grayish brown encountered at time of X � Sample 7 11 � � M �g�� drilling. ?$ 20.0 627.5 Borehole backfilled upon 20 com letion. _ Boring Terminated at 20 feet. p Consistency based on - � � � � � � � � � correction factor for - Automatic hammer. pocket _ :..:..:..:..:..:..:..:..:.. g tes , penetrometer, stren th ts 625 - or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon W-yrl�UE SIANGr`�Ri� �'E'�TA�ICY,d RE515TANCE (�1�•iFd T_'061 REL RECe]4'ERY LL' J�?�IC LIMIT lYI; NAT►IRA! *.'�415fI�RE CUNTEI`�T )L �►A9l5747�f F'fR.i EtiT ha14i�1+"trl _ S'-4515�R� �_�S�NTEI�T RQd R�CK QUALlTY BESIGhlAFl�hs PL• PLASTIC �1MIT F: pf��1T PA55ENG NQ- _'i1p SIEVE +� �iRO�J�tit��r�Y��R !.fVE� IN THE B4R€Hs7L= AT TIMz C]F aiilWMG Ufl UPJC�IST4JF�EG PI: QLASTICIF'r IhiDEX � S1�A8�u:�:� C,PQq.1h,IDVy',1T�R. LEVE� {i�s POCK>_� PEt•rETnOMIETER Uh;�O��FIr��ED LOM�. R��I'JESTHEa>'V�,fF+ Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.846520°, -97.306029° w � � a O Z � z � z N w _ � w w �� J J W W d d d 0 d K o w � � °° z Q J � N w - 645 5- - 640 10- 1 2 3 4 5 - 635- 6 15— - - 630- 7 z0— - LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: B-07 Office: (469) 320-9800 Sheet 1 of 1 LOCATION: Fort Worth, Texas DATE DRILLED: 3/12/24 WEATHER: P. Cloudy ELEVATION: 649.0 DRILL CREW: Savage LOGGED BY: R. Shrestha ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q o SOIL DESCRIPTION I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 0.8 PORTLAND CEMENT CONCRETE: �10" :..:..:.. .. .. ..:..:..:.. � � Sample 1 LEAN CLAY (CL): hard, brown, dark brown, M: 25.1 % Z � moist, lime-treated and calcareous nodules, :..:..:..:..:.. Sample 2 ��FILL) � LL: 50 FAT CLAY (CH): hard, dark brown, tan, moist, I-�-1 : � PL:20 with chalkfragments, (FILL) PI: 30 M: 26.1 % Sample 3 Ts � M:21.7% stiff :�:� :..:..:..:..:. : Sample4 M: 24.2 % :..:..:..:..:..:. 8.0 Sample 5 SHALEY FAT CLAY CH hard, li ht brown, ' , . LL:55 i )� 9 ;.�T;_;�.;.�..;..;.. PL:18 lightgray,moist,(RESIDUAL) PI: 37 M: 23.5 % F:93% .......................... 13.0 SHALEY FAT CLAY (CH): hard, reddish brown, � .:..:..:..:.. .. ..... M ZP�3o6o moi , ( ESIDU ) 'st R AL very stiff S ample 7 r. . �. .. .. . . nn: zi.zi 20.0 Boring Terminated at 20 feet. SAMPLE TYPE ■ Shelby Tube V 2 a K � 648.2 �: 647.0 641.0 636.0 REMARKS Swell = 03% at 357 psf surcharge Unconfined compressive strength = 2.6 tsf at 4.9% strain %Groundwater not encountered at time of drilling. 629.o Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. W-YAf�tUE STAMGA Ri� �'E'��:4 � ICY,J RESiSTAN�E {,xCS�-fT0 T-_'051 REC REC�4b'ERY LL Ji1J L� LIt�IT M; NA7URAr �.�015TI�RE Cflh1TEFeT % V►AUl5T41�if P�R.�EtiT haRFUr`G1_'�l-41�iL+RE �Qr�TEI';T kQ0 f3flCK QUALlTY L'E5IGNAFI�tti PL• �LASTIC _IMIT F: P'--��T DASSthJG NQ- _'�1� S1EVE � G62QUtu�Wk�R LfUEL Ih; iHE @CiR�Hk7Li AT TIM£ d]F d�21WMG Wfl UNC�ISTUPoED PI: PLA,S7I�IT'�' Ih;�Ex � ST+1glu�� GP,CK.1F,iDt/v'ATcA. LEVEC Q�s POCK�� PEf �ETnOMIETR UtSC�t�FIh�ED C�I�I�RFSIVESTFL'JGfht Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-08 Sheet 1 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: P. Cloudy EQUIPMENT USED: CME 75 ELEVATION: 647.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846202°, -97.306026° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 p._.q.:��.< p� PORTLANDCEMENTCONCRETE:�g" 646.8 °,�:::":� _ :..:..:.. .. .. ..:..:..:.. � � � Sample 1 FAT CLAY (CH): hard, tan, light brown, dark M: 25.1 % brown, moist, with calcareous fragments and _ :..:..:..:..:.. Z�lim - , 645. e treated (FILL) , 5 645 - FAT CLAY (CH): very stiff, dark brown, brown, Sample 2 . . - 2 " ` � `�` ` ` ` ` M: 28.6% moist, with clacareous nodules, (FILL) _ ........................... Sample 3 4.5 643.0 5_ �p LL: 39 LEAN CLAY (CL): stiff, tan, light brown, moist, X 3 q PL 14 with limestone fragments, (FILL) 5 PI: 25 6 0 641.5 _ — ... ..:..:..:..:..:..:..:. M:21.7% FAT CLAY (CH): stiff, dark brown, moist, (FILL) _ 4 :..: :� :..:..:..:..:..:.. M 242/ Sample 4� 640 _ :..:..:..:..:..:..:. 8 0 639 .5 LL 451e 5 LEAN CLAY (CL): hard, tan, brown, moist, with Swell = 0% at 1051 psf PL:16 shale seams, (RESIDUAL) / surcharge - 5 : :..:..:..:..�.. PI 29 M: 18.2 % j 10— F: 87.2% j _ ......... ................. j - / /_ 635 - 13.0 634.5 / _ :..:..:..:..:..:..:..:. _ SHALEY FAT CLAY (CH): very stiff to hard, j Unconfined compressive �- 6 reddish bro oi ( ESIDU ) = 3.9 tsf at 4.4% Sample wn, m st, R AL strength - 6 � ............. .L..,.. M:213% strain 15— 630- � �.: : : : ' : �. Sample 7 _ M: 21.2 % 20 — 625 SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration W-VAtIJE STAhJCrxRL �'E`aTr'A�I�I FtfSLSTANCE d��Q T—'_06� RE[ fiEC�b'ERY LL '_Iti��IG L1M11T flfC; ?�AT'�NA �.dOISTURE Ct]h�TEt+�T 'fL �YIGISTlJiiE PfR�E�iT hlAFl1��1: ?."-OISTl�IiE r{}IVTEt�T RQO ROCK C1UALf1V L'ESIGNAFI�t+6 PL• PLA571C JhiIT F: P��T aA55thIG NQ. �A� S1E5JE � GROUAt�:VA�R � fUEI IN �1-+E BFyR€Ft�li qT 17Mz 4F ��tkWNG � UNGISTUR�sEG PI: SMASTI�Ii'1 Ih:CEk � SAt1F11L1�t;� GP,Ck.1h�D�WAT�R. LEVE� (�u p(�� REP,ETn�b1ET�R S�M1}C{It�RF•!E� �Q�1. prSIVESf�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-08 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: P. Cloudy EQUIPMENT USED: CME 75 ELEVATION: 647.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846202°, -97.306026° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 23.5 624.0 � - \/ 11 EATHERED HALE: moderately hard gr y, ,� a j� x$ 17 �� PAWPAW FORMATION, WENO LIMESTONE, � o /\ 28 AND DENTON CLAY) � a� ZS— — _ :..:..:..:..:..: �°% _ :..:..:..:..:..:..:..: �a� 620- �a� a .i - 14 °a � ............... 9 24 � »❑ a � 39 � ./ 30— — _ (�°%) _ :..:..:..:..:..: _ (�°T _ :..:..:..:..:..:..:..:. � a � 6,s- a .i _ �a� _ :..:..:..:..:..:..:..:..:.. 34.0 613.5 � a � _� �o 1z y�� SHALE: moderately hard, gray, (PAWPAW 50/1" FORMATION, WENO LIMESTONE, AND 35— 50/0.5„ DENTON CLAY) 610- _ ;..;..;.. 12 - 11 50/0.5" ?�� 40— 50/0.25„ 40.0 607.5 _ Boring Terminated at 40 feet. - Groundwater not _ :..:..:.. encountered at time of 605- Iliho kfll d dri Bore le bac i e upon completion. - Consistency based on - � � � � � � � � � correction factor for - Automatic hammer. pocket 45— penetrometer, strength tests, or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration W-VAtIJE STAhJCrxRL �'E`aTr'A�I�I FtfSLSTANCE d��Q T—'_06� RE[ fiEC�b'ERY LL '_Iti��IG L1M11T flfC; ?�AT'�NA �.dOISTURE Ct]h�TEt+�T 'fL �YIGISTlJiiE PfR�E�iT hlAFl1��1: ?."-OISTl�IiE r{}IVTEt�T RQO ROCK C1UALf1V L'ESIGNAFI�t+6 PL• PLA571C JhiIT F: P��T aA55thIG NQ. �A� S1E5JE � GROUAt�:VA�R � fUEI IN �1-+E BFyR€Ft�li qT 17Mz 4F ��tkWNG � UNGISTUR�sEG PI: SMASTI�Ii'1 Ih:CEk � SAt1F11L1�t;� GP,Ck.1h�D�WAT�R. LEVE� (�u p(�� REP,ETn�bIET�R S�M1}C{It�RF•!E� �Q�1. prSIVESf�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechni�ai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.846142°, -97.304951° w � � a O Z � z � z N w _ � w w �� J J W W d d d 0 d K o w � � °° z Q J � N w - - 2 - 645- 5— - 3 X4 - 640- 5 10— - 13 12 6 - 635- 6 15— - - 630- V � /\ 20 — 7 9 14 ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q 0 I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 ;. ;..;.. Sample1 '�'i ..,..,..�• M:24.0% Sample 2 �.;..;..;�:..;..;..;.. M:19.9% :..:..:..:..:..:..:..:..:.. Sample 3 LL: 34 `J : � : PL:16 PI: 18 M: 17.4% :..:..:..:..:..:..:..:..:.. F: 71 % :::::::. � n Sample 4 M: 24.5 % ;..:.. .. S ample 5 LL: 55 :..:��..:..:..:.. PL:22 PI: 33 M: 24.4 % F: 96.6% � . : . . :' . . : . . : . . : . . . . : . �fv1 20 6 Sample 3% � Sample 7 M: 21.1 % SAMPLE TYPE ■ Shelby Tube �Split Spoon LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: B-09 Office: (469) 320-9800 Sheet 1 of 2 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Cloudy ELEVATION: 649.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION �"'2�� / LEAN CLAY (CL): stiff, brown, tan, moist, with trace organic matter and limestone 2.0 fragments, (FILL) FAT CLAY (CH): very stiff, dark brown, brown, moist, with chalk fragments and gravel, (FILL) 4.0 8.0 13.0 LEAN CLAY (CL): very stiff, tan, brown, moist, with limestone fragments, (FILL) FAT CLAY (CH): very stiff, reddish brown, light gray, moist, (RESIDUAL) SHALEY FAT CLAY (CH): hard, brown, moist, (RESIDUAL) � TxDOT Cone Penetration Swell = 0% at 359 psf 582 psf sucrharge Unconfined compressive strength = 5.0 tsf at 8.9% strain N-VALUE 57AhJCr�Ri� �'E!1=f�'A�I�YJ FtE5t5TAIVCE {AA5-iT0 T-_'45� REC RECs]4'ERY LL Ji��IG IJR,11T M; ?.IAT'�NA �dISTURE CUh�TEt+�T yi MOISTUiiE F'fR�E�iT NAFl1,��1�_ `1'CiISTY.+R_= r��VTEIvT RClO R�CK QUALffV BESIGNAFI�t� PL• �LASTI£ Jh11T F. P£3i�E3JT 6+LSSENG NQ. �� SIE�1E � tiRO��tti�'.'r'A�R !.E'UEL Ih: i}iE Bd3REFisJli AT T1Mz OF DitIWMG tl� UNC�ISTUfiuED PI: �I.ASTICI� Itz6tX � STAH�u�i1 GPOS1h�C+W,t.TrR. LEUE� i� P4CIt� � RE I�rETnOfvIETER t1M1iC�iP+�Fi��E� C�Mt. RF551'JE SfR�'+1GTFt V 2 a REMARKS � � Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-09 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/13/24 DRILLING METHOD: Solid Flight Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 649.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846142°, -97.304951° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 23.5 625.5 � - 625- 8 S LE ATCLAY H hard, gray, moi , ith X HA Y F (C ): �st w 8 12 red sand seams, (RESIDUAL) 18 ZS - - ........................... 28.5 620.5 - 620- 13 �� ;. EATHERE HALE: oderat y ar g y, a� W D S m el h d, ra (� X 9 25 �»❑ (PAWPAW FORMATION, WENO LIMESTONE, a 40 AND DENTON CLAY) � a� 30— — a / - - :..:..:..:..:..: (`O% - - :..:..:..:..:..:..: (`O% �°% - 615 34.0 615.O�a� :..:..:..:..:..:..:..:..:. � �o 1z y�� SHALE: moderately hard, gray, (PAWPAW 50/0.5" FORMATION, WENO LIMESTONE, AND 35— 50/0.5„ DENTON CLAY) - 610 ;..;..;.. 12 11 50/3" ?�� 40— 50/1" 40.0 609.0 Boring Terminated at 40 feet. Groundwater not _ _ :..:..:.. encountered at time of drilling. - - kfilled p n Borehole bac � u o completion. Consistency based on - 605- � � � � � � � � � correctionfactorfor Automatic hammer. pocket 45— - penetrometer, strength tests, or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration W-VAtIJE STAhJCrxRL �'E`aTr'A�I�I FtfSLSTANCE d��Q T—'_06� RE[ fiEC�b'ERY LL '_Iti��IG L1M11T flfC; ?�AT'�NA �.dOISTURE Ct]h�TEt+�T 'fL �YIGISTlJiiE PfR�E�iT hlAFl1��1: ?."-OISTl�IiE r{}IVTEt�T RQO ROCK C1UALf1V L'ESIGNAFI�t+6 PL• PLA571C JhiIT F: P��T aA55thIG NQ. �A� S1E5JE � GROUAt�:VA�R � fUEI IN �1-+E BFyR€Ft�li qT 17Mz 4F ��tkWNG � UNGISTUR�sEG PI: SMASTI�Ii'1 Ih:CEk � SAt1F11L1�t;� GP,Ck.1h�D�WAT�R. LEVE� (�u p(�� REP,ETn�bIET�R S�M1}C{It�RF•!E� �Q�1. prSIVESf�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-10 Sheet 1 of 2 Geotechni�ai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 650.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847094°, -97.305668° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • y�� 20 40 60 80 D..4::.�.� Sample 1 0.7 PORTLAND CEMENT CONCRETE: �8.25" 6493 9,�:::":� _ :..:..:..:..:..:. LL 44 � 1 I-�� PL: 20 LEAN CLAY (CL): hard, tan, light brown, PI: 24 brown, moist, with chalk fragments and - :..:..:..:..:.. M.27.7°io gravel, (FILL) stiff - - 8 :..:..:..:..:. X Z 3 Sample 2 4 M: 18.1 % _ � :..' ..:..:..:..:..:..:. Sample 3 very stiff LL: 36 5— 645- 3 PL:15 PI: 21 - - ........ .................. M: 22.6% 6.5 643.5 _ g ;..;..;..; .; FAT CLAY (CH): very stiff, tan, reddish brown, X 4 Sample 4 10 � M: 16.5% moist, with calcareous fragments, (FILL) 13 _ � ,..:..,.. 8.5 641.5 - -�/ 5 $ """"" "':":"""""' Mmple 5 F CL Y(CH): very stiff, tan, brown, moist, AT A �� • Cl ZZ4% shaley, (RESIDUAL) / � �o 10— 640— 13.0 637.0 SHALEY FAT CLAY (CH): hard, reddish brown, Unconfined compressive Sample 6 light brown, moist, (RESIDUAL) rength = 4.7 tsf at 4.4/0 st ° - - 6 � ..:..:........ .. ...� M:18.0% strain 15— 635- - - 18.5 631.5 _ _ g WEATHERED HALE: gray, mo rately h rd a j� Sample 7 S de a � � 12 �: (PAWPAW FORMATION, WENO LIMESTONE, AND a� 18 M 181 / DENTON CLAY) � o� 20— 630— a � - - :..:..:..:..:..:..: �°% - - �a� �°�; SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration N-YALUE STdtUC�AHi� nE`I�A � 14;J REStSTANCE S+�ES'-ITQ T_'461 itEC REC4',+'ERY LL _li1�l L� IJ h�11T fYl; NATilR1L ".'iOISfI�RE Cuh,fTEt�aT '�L �AOI5T4iAf PfP.�EvT NAFLI�A? tiK31�i11RF f�OtaTEIaT FtQd RflCIC QUAL9T'f BESIGAIATIDt� PL• �LASTIf eIh11T P: P�3tC��4T VA55ENG NQ. �i1Q SfE1lE � taRO��h;CS4A�R �VEL Ih i}fE @OR€HR]Li AT TIM� OF �iZIWNG �I'b UPJC�ISTUR.aED PI: �LASTICIFI" I1•�QEx � STABI�r'{�GPOUNpn�y'hT�A.LEVE� Q� P{]CK�� PE�•METndHIET�RUNCO�wFIrdEDCbM>'RFSIVESTR�`JGfH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: B-10 Sheet 2 of 2 Geotechni�ai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847094°, -97.305668° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q _ � w J�ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 � - - 14 ;..;..;. ,..,. . . 8 � g i>❑ 35 ZS— 625— _ :..:..:..:..:..:..:..:..:.. 12 9 50/0.5" »� 30— 620 5p� _ :..:..:..:..:. :.. ..... 12 10 50/2„ 5>❑ 35— 615 50/1.5„ _ ;..;..;.. 12 11 50/2" »� 40— 610 5� 45— 605- SAMPLE TYPE ■ Shelby Tube �Split Spoon 29.0 40.0 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 3/12/24 WEATHER: Cloudy ELEVATION: 650.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION V 2 a � � REMARKS WEATHERED SHALE: gray, moderately hard (PAWPAW FORMATION, WENO LIMESTONE, AND DENTON CLAY)(continued from 18.5 feet. ) SHALE: moderately hard, gray, (PAWPAW FORMATION, WENO LIMESTONE, AND DENTON CLAY) Boring Terminated at 40 feet. � TxDOT Cone Penetration Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. W-Y�tUE SIANCrARi+nE'�-TrA�ICY,J aFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J{"1�IC LIIJIIT AR; h�AT�.�NA �.'+415fI�RECuNTEt�eT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlIi' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'aT FA55ENG NQ. _'fl� SIE11E +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA �°%.a . �°%) �°% �a� �a� �a� 621A(�a� 610.0 LOG OF BORING Designation: B-11 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 648.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846624°, -97.305637° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 p � PORTLAND CEMENT CONCRETE: �8.5" _ :..:..:..:..:..:..:..:..:.. S � � � ample 1 FAT CLAY (CH): very stiff, dark brown, moist, - M: 30.4% with calcareous nodules and lime treated, _ :..:. � Z � (FILL) Sample 2 - 2 e—� :::�' : PL: 15 daA g ay, m(o st, wi h trlace gralvel, ( FLL) n 645 - PI: 20 _ ........................... M: 16.5 % _ hard, tan, light brown, with calcareous Sample 3 nodules 5— 3 —� � M:13.6% _ 13 ; . . very stiff � ............. 8 0 Sample 4 4 10 + � : M:20.4% 6 _ — ;. Sample 5 SHALEY FAT CLAY (CH): ver stiff, reddish 640 - LL: 60 Y _ S ;..;��..;�;..;.. PL:22 brown, moist, with calcareous fragments, PI:38 (RESIDUAL) M: 24.7 % 10— F: 97.5% _ .......... ................ 13.0 635- 6 � .:..:..:..:..:�° `" M.206% mostE(RESIDUAL)�CH) verystif, ro , f b wn 15— _ 630 — 18.5 /\ 9 20.p SHALEY FAT CLAY (CH): hard, brown, gray, � Sample 7 _ 13 � : : : �: : M 21 1 % moist, (RESIDUAL) 15 z0— — _ Boring Terminated at 20 feet. SAMPLE TYPE ■ Shelby Tube �Split Spoon V 2 a � � 647.8 0 646.5 640.5 635.5 630.0 / Groundwater not encountered at time of drilling. 628.5 Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. REMARKS Swell = 0% at 359 psf surcharge Swell = 1.7% at 1053 psf surcharge Unconfined compressive strength = 3.8 tsf at 2.6% strain ry-Y�tUE SIANCrARi+nE'�-TrA�ICY,JaFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J�?�ICLIMIT M:NAT�.�NA!.�415fI�RECuNTEFtT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlT1' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'1T FA55ENG NQ. _'fl� SIE�lE +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC 'Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.845594°, -97.301206° w � � a O Z � z � z N w _ � w w �� J J W W d d d 0 d K o w � � °° z Q J � N w 645 - 1 = 2 5— 3 640- � q 50/3" 12 5 34 10— 50/5•5„ 635- 12 6 50/2" 15— 50/1„ 630- z0— 625- LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: DP-01 Office: (469) 320-9800 Sheet 1 of 1 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Sunny ELEVATION: 645.5 DRILL CREW: Savage LOGGED BY: R. Shrestha ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q o SOIL DESCRIPTION I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 Sample 1 ��TOPSOIL: �1.5" / I�� PL:19 LEAN CLAY (CL): very stiff, brown, tan, moist, PI:28 (RESIDUAL) .............. M: 25.0% 2.0 SHALEY LEAN CLAY (CL): hard, reddish brown, ;.� ..:..:..:..:.. .. ..� M moi , ( ESIDU ) 19.1 / mpe2 st ........... i..... :..J— PL 181e 3 PI: 29 �..�..�..�..�..�.. M.16.7/0 ;..;..;. 6.5 � »� am �le 4 :..:..:..:..:..:..:..:..:. `tv1:8.2/ WEATHERED LIMESTONE: moderately hard, light brown, (PAWPAW FORMATION, WENO LIMESTONE, AND DENTON CLAY) .................... ... am le 5 � ?> 14.4% ,..:. ,4.� � ?� am le 6 SHALE: moderately hard, gray, (PAWPAW 9 �% 15.0 FORMATION, WENO LIMESTONE, AND �DENTON CLAY) / Bori g erminated at 15 feet. 'n T SAMPLE TYPE ■ Shelby Tube �Split Spoon � TxDOT Cone Penetration V 2 a REMARKS � � 645.4� j 643.5 jj jj j 639.0 / � SPT refusal in limestone a ./ �°%a. �a� �°% (�°%i �°% �a� �a� 631.5 � . 6305 � Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-VALUE 57AhJCr�Ri� �'E!1=f�'A�I�YJ FtE5t5TAIVCE {AA5-iT0 T-_'45� REC RECs]4'ERY LL Ji��IG IJR,11T M; ?.IAT'�NA �dISTURE CUh�TEt+�T yi MOISTUiiE F'fR�E�iT NAFl1,��1�_ `1'CiISTY.+R_= r��VTEIvT RClO R�CK QUALffV BESIGNAFI�t� PL• �LASTI£ Jh11T F. P£3i�E3JT 6+LSSENG NQ. �� SIE�1E � tiRO��tti�'.'r'A�R !.E'UEL Ih: i}iE Bd3REFisJli AT T1Mz OF DitIWMG tl� UNC�ISTUfiuED PI: �I.ASTICI� Itz6tX � STAH�u�i1 GPOS1h�C+W,t.TrR. LEUE� i� P4CIt� � RE I�rETnOfvIETER t1M1iC�iP+�Fi��E� C�Mt. RF551'JE SfR�'+1GTFt Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: DP-02 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.845585°, -97.302998° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q � � J J �ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Sunny ELEVATION: 643.5 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION _ � r. .. .. ..,..�• M 327/ ) sti , arkbro , oi , TOPSOIL� �2" Sample 1 FAT �LAY (CH :'ff d wn m'st _ ° (RESIDUAL) _ :..:..:..:..:.. 2.0 Sample 2 - LL: 58 _ 2 ;..;1�—f�[.. .. ..;.. PL24 640 - PI: 34 M:28.6% 4.0 5_ 3 ��`:�: : Sample3 M: 17.9% Sample 4 _ / \ 4 6 ... ...........:..:..:. .. Pi: 22 - 5 3 _ — ; . . : . . : . . M: 21.0% 635 — � _ 4 ............ ..: 5 6 � Sample 5 21 M' 24 2% 10— — 630 — _ / \ 6 6 15.0 6 3� � am le 19 14.5% 15— — 625- z0— SAMPLE TYPE ■ Shelby Tube �Split Spoon FAT CLAY (CH): very stiff, brown, tan, moist, with calcareous nodules, (RESIDUAL) V 2 a REMARKS � � � o�l�.:� � / 641.5 639.5 FAT CLAY (CH): very stiff, reddish brown, moist, with calcareous nodules, (RESIDUAL) stiff hard, reddish brown, tan with trace gravel and calcareous nodules Boring Terminated at 15 feet. 628.5 Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. ry-Y�tUE SIANCrARi+nE'�-TrA�ICY,JaFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J�?�ICLIMIT M:NAT�.�NA!.�415fI�RECuNTEFtT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlT1' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'1T FA55ENG NQ. _'fl� SIE�lE +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC 'Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-01 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 650.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.847416°, -97.309324° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 5ampie i ASPHALTIC CEMENT CONCRETE: �2" 650 LL:46 �� - � �--•�� ••�•• • P� 19 AY (CL): very stiff, dark brown, tan, LEAN CL P� 27 gray, moist, with calcareous fragments, (FILL) - M: 17.8% _ :..:..:..:..:.. F:84.2% _ 2 ;.�..;..;..;.�. .. ..;.. M 185/ ample 2� _ ........................... 4.0 646.5 _ LEAN CLAY (CL): very stiff, tan, light brown, �`�: ; : Sample 3 moist, (FILL) 5— 3 M:25.7% 645- _ .......................... 6.0 644.5 SHALEY FAT CLAY (CH): hard, reddish brown, 4 : .�: ; ; ; ; ; � Sample4 moist, (RESIDUAL) - M: 24.0 % _ S : . . � : . . : . . : . . : . . : . . : . .�. . M. 23I6% m � Q _ 10.0 640.5 6a0- Boring Terminated at 10 feet. 15— 635- - Groundwater not _ :..:..:.. encountered at time of _ drilling. 20_ Borehole backfilled upon 630- completion. Consistency based on - � � � � � � � � � correction factor for - Automatic hammer. pocket _ :..:..:..:..:..:..:..:..:.. g tes , penetrometer, stren th ts or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube W-VAC�.IJE STAhJCtxRL�'E`aTr'A�I4,'JRE515TAMCEd��QT—'_06� RE[ REC�b'ERY LL' JCIJCL1M11T AfC;�+1AT��NAk�QISTURECClh�fE.P1T 'fL �YIGISTlJiiE PfR�E�iT hlAFl1��1: ?."-OIST1�IiE r{1�vTEt�T RQO ROCK C1UALf1V L'ESIGNAFI�t+6 PL• PLA571C JhiIT F: P��T aA55thIG NQ. �1� S1E51E � GROUAt�:VA�R � fUEI IN �1-+E BFyR€Ft�li qT 17Mz 4F ��tkWNG � UNGISTUR�sEG PI: SMASTI�Ii'1 Ih:CEk � SAt1F11L1�t;� GP,Ck.1h�D�WAT�R. LEVE� (�u p(�� REP,ETn�bIET�R S�M1}C{It�RF•!E� �Q�1. prSIVESf�'�GTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-02 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: Cloudy EQUIPMENT USED: CME 75 ELEVATION: 642.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846767°, -97.309435° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 Sample 1 ��ASPHALTIC CEMENT CONCRETE: �3" _ ;. ..;..;..; : LL:52 1 i—�� °"""' °' PL 20 FAT CLAY (CH): very stiff, dark brown, tan, - PI: 32 light brown, moist, with chalk fragments, _ :..:..:..:..:..:.. M:19.4% 2.0 (FILL) 640- FAT CLAY (CH): very stiff, li ht brown, tan, Sample 2 g - 2 �" "`�` ```` M: 103% dark brown, moist, with calcareous nodules and trace gravel, (FILL) 5_ 3 �:��: �: Sample 3 5.0 M:11.5/ FAT CLAY (CH): very stiff, tan, light brown, moist, (RESIDUAL) 4 :.�..:..:..:.�.:..:..:.. Sample4 - M: 19.1 % 635- _ ,..:..:.. 8.0 Sample 5 SHALEY FAT CLAY (CH): hard, reddish brown, - s : I�-�--��..:..:..:..�.. PL:17 moi ,( ESIDU ) 'st R AL PI: 34 M:23.7% 10.0 10— _ Boring Terminated at 10 feet. 630- 15— 625- z0— 620- SAMPLE TYPE ■ Shelby Tube V 2 a REMARKS � � Water soluble sulfate content = 370 ppm Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-YA�tUE STAMGA Ri� nE'��:A � ICY,J FtES�AN�E {,xC.S�-fT0 T='Q�� 1tEC P�EC�b'ERY LL Ji1�l L� L1MIT M; �lAT�1NA �AOISTI�RE CiDhITEFeT X�►Af115TU�if PfR_CEtiT haRFU+'tA_ *f-415�7.iRF COrvTEIuT RQG R�CIC QUALiTY L'E5IGNAFI�tti PL• �LASTIt =_IMIT F: P=�tC6�IT FA55tNG NQ. _'fl� S1EVE +� Gd20l�haDWkTFR ! fVE� Ih; iHE @!�R€Hk7L: AT TIM£ QF Dit4WMG 41fl UNC�ISTUPoED PI: PtA571�IT'�' Ihi�Ex Z ST+19�1L'�� GP,CK.1F,fD+/v'ATcA. LE►+EC Q�s POCK±� REf tE7�Ohr1ETER S1hSC�t�iFlhlED C�h�1�RFSIVESI'FL•'olGfH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-03 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/12/24 DRILLING METHOD: Solid Flight Auger WEATHER: P. Cloudy EQUIPMENT USED: CME 75 ELEVATION: 645.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.845290°, -97.305862° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • �� 20 40 60 80 PORTLAND CEMENT CONCRETE: �8.25" v ; °q 0.8 644.2 �:a•:o: _ :..:..:.. .. .. ..:..:..:.. � � � Sample 1 FAT CLAY (CH): hard, reddish brown, brown, M: 25.7% light brown, moist, with chalk fragments, - - :..:..;. Sample 2 (FILL) Water soluble sulfate - - 2 �� PL: 20 v y ti , rth trac g vel ontent = 21 pp er s�ff w e ra c 0 m PI: 33 - - ........................... M: 23.1 % 4.0 641.0 FAT CLAY (CH): very stiff, brown, tan, moist, �: : �: : Sample 3 with chalk layers, (FILL) 5— 640- 3 M:23.8% - - .......................... brown, dark brown, with sand 4 :..:�;..:..:.�.:..:..:.. Sample4 - - M:25.0% - - ,..:. 8.0 637.0 FAT CLAY (CH): hard, reddish brown, light - - :. :..:..:..:.... Sample 5 brown, moist, with calcareous nodules, S * � ° (RESIDUAL) M: 19.9/0 10— 635- 10.0 635.0 Boring Terminated at 10 feet. 15— 630 Groundwater not _ _ :..:..:.. encountered at time of drilling. z0— 625- Borehole backfilled upon completion. Consistency based on - - � � � � � � � � � correction factor for Automatic hammer. pocket - - :..:..:..:..:..:..:..:..:.. g tes , penetrometer, stren th ts or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube N-VALU� STANCtAfli+PE`�TA�14',JFlFS1�A,hdLEtin++�'�QT-,Oh� FtE[ REC�7L'ERY LL' '_ICr�ICIJMIT fYS;NAT�JR.a� �dISTURECONTEh6T % M013TUAf PfR��IT NAFl1RA? 'df31�il.iRE COt4TEIWT RQD R�CK qUALlTY BESIGNAFIOt+G PL• �'L45TI� rJh11T i: R=itC6�JT PASSiN�i NQ _'�0 51EVE � C.ROUtv�3':.A�R � EVEL Ih TFPE EOREFh7l: AT T1M=0F ait4WNG U� UI'JCAISTUR�sEO P�: PLASTI�ffF�' IIuQEx � STi4B�ul�t:�GPOt1FaGWAifA.�EUE 'Q� FGCKEFPE�•METnOf�IETERUfSCUf,:FlrdE�Cc7M�Pt<51VEST��IGTFF Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-04 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/11/24 DRILLING METHOD: Hollow Stem Auger WEATHER: P. Cloudy EQUIPMENT USED: CME 75 ELEVATION: 644.5 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.845760°, -97.306088° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 p._.q.:��.< p � PORTLAND CEMENT CONCRETE: �g" 643.8 a,�::;":� _ :..:..:.. .. ..:..:..:..:.. � � � Sample 1 FAT CLAY (CH): hard, dark brown, brown, - M: 23.4% moist, with calcareous fragments and trace _ :..:..;..;. V , ) gra el (FILL Sample 2 - LL: 56 very stiff _ 2 ;..;k�;��:.. .. ..;.. PL:22 PI: 34 _ ........................... M: Z9.Z� 4.0 640.5 640- FAT CLAY (CH): very stiff, tan, dark brown, 5_ 3 ��: :�: : Sample 3 moist, with sand seams and calcareous M:21.5/ fragments, (FILL) _ ........................... 6.0 638.5 _ FAT CLAY (CH): hard, tan, light reddish brown, 4 :�: ;;;;;� Sample 4 dark brown, moist, with calcareous fragments, - M:19.9% (FILL) _ ,..:..:.. 8.0 636.5 _ SHALEY FAT CLAY (CH): very stiff to hard, _ 5 :..� .:..:..:..:..:. �..:.. M Zpleo/ ESIDU - oi , ith sand sea , m reddish brown m'st w' ms 4 0 (R AL) 635- � Q _ 10.0 634.5 _ Boring Terminated at 10 feet. 630- 15— - Groundwater not _ :..:..:.. encountered at time of 625- drilling. 20_ Borehole backfilled upon completion. - Consistency based on - � � � � � � � � � correction factor for - Automatic hammer. pocket _ :..:..:..:..:..:..:..:..:.. g tes , penetrometer, stren th ts or ASTM D4288 as appropriate. SAMPLE TYPE ■ Shelby Tube N-VALUE 57AhJCr�Ri� �'E!1=f�'A�I�YJ FtE5t5TAIVCE {AAS-iTO T-_'OE� REC RECs]4'ERY LL '•J�JG IJMIT AiS: NATi?RA �OISTURE Cuh�TEt+�T yi MOISTUiiE F'fR�E�iT NAFl1,��1�_ `1'CiISTY.+R_= r��VTEIvT RClO R�CK QUALffV BESIGNAFI�t� PL• �LASTI£ Jh11T F. P€3tCE3JT 6+LSSENG NQ. �� SIE�lE � tiRO��tti�'.'r'A�R !.E'UEL Ih: i}iE Bd3REFisJli AT T1Mz OF DitIWMG tl� UNC�ISTUfiuED PI: �I.ASTICI� Itz6tX � STAH�u�i1 GPOS1h�C+W,t.TrR. LEUE� i� P4CIt� � RE I�rETnOfvIETER t1M1iC�iP+�Fi��E� C�Mt. RF551'JE SfR�'+1GTFt Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Hollow Stem Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.845665°, -97.304527° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q � � J J �ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • �� 20 40 60 80 Sample 1 LL: 57 - - :..:..:..:..:..:..:..:..:. PL: 21 � '�� PI:36 - - :..:..:..:..:..:.. M:28.1% F: 96.7 % - - 2 ;..;.� .:..:..:.. .. . M 324/ Sample 2� - - :..:..:..:..:..:..:..:..:.. Sample 3 LL: 52 5— 640- 3 —;---�J ' PL 20 PI: 32 M: 31.7% - - 4 :� :..:..:..:..:..:..: �• M 142/ 0 ;..;..;.. ampe - - 5 :.�..:..:..:. �..:..:..:.. M. 18I7% m 10— 635- 15— 630 20— 625- SAMPLE TYPE ■ Shelby Tube 0.8 2.0 6.0 8.0 10.0 LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: P-05 Office: (469) 320-9800 Sheet 1 of 1 LOCATION: Fort Worth, Texas DATE DRILLED: 3/11/24 WEATHER: P. Cloudy ELEVATION: 645.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION PORTLAND CEMENT CONCRETE: �10" FAT CLAY (CH): stiff, tan, brown, dark brown, moist, with calcareous fragments, (FILL) FAT CLAY (CH): stiff, dark brown, moist, with calcareous nodules, (RESIDUAL) LEAN CLAY (CL): hard, light brown, moist, with sand, (RESIDUAL) LEAN CLAY (CL): very stiff, tan, light reddish brown, moist, with calcareous seams, (RESIDUAL) Boring Terminated at 10 feet. Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-VALUE 57AhJCr�Ri� �'E!1=f�'A�I�YJ FtE5t5TAIVCE {AAS-iTO T-_'OE� REC RECs]4'ERY LL '•J�JG IJMIT AiS: NATi?RA �OISTURE Cuh�TEt+�T yi MOISTUiiE F'fR�E�iT NAFl1,��1�_ `1'CiISTY.+R_= r��VTEIvT RClO R�CK QUALffV BESIGNAFI�t� PL• �LASTI£ Jh11T F. P€3tCE3JT 6+LSSENG NQ. �� SIE�lE � tiRO��tti�'.'r'A�R !.E'UEL Ih: i}iE Bd3REFisJli AT T1Mz OF DitIWMG tl� UNC�ISTUfiuED PI: �I.ASTICI� Itz6tX � STAH�u�i1 GPOS1h�C+W,t.TrR. LEUE� i� P4CIt� � RE I�rETnOfvIETER t1M1iC�iP+�Fi��E� C�Mt. RF551'JE SfR�'+1GTFt V 2 a REMARKS � � �'�. .4:�:�' �. ..9..a...v. 644.2 �:a•:o9 Water soluble sulfate 643.0 content = 300 ppm / 639.0 j 637.0, � � 635.0 / Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.847428°, -97.304556° w � � a O Z � z � z N w _ � w w �� J J W W d d d 0 d K o w � � °° z Q J � N w - - 2 - 650- 5— - 3 - -� 7 4 q 5 - 645- 5 10— - - 640 15- - 635 z0— ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q 0 I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 :..:..:..:..:..:..:..:..:.. � � Sample 1 M: 16.5 % :..:..:..:..:..:.. Sample 2 LL: 42 ;..��..;..;.. .. ..� PL:18 PI: 24 M: 22.8 % Sample 3 —'� � M:15.9% :.. .:..:..:..:..:. � Sample 4 M: 21.4 % Sample 5 : � . . : . . : . . : . . : . . . . . . . .�. . M: 16.9% SAMPLE TYPE ■ Shelby Tube �Split Spoon LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: P-06 Office: (469) 320-9800 Sheet 1 of 1 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Cloudy ELEVATION: 654.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION 0.6 PORTLAND CEMENT CONCRETE: �6.75" ��AGGREGATE BASE: gray LEAN CLAY (CL): very stiff, brown, tan, moist, (FILL) 4.0 6.5 10.0 FAT CLAY (CH): hard, light brown, tan, moist, with trace gravel, (FILL) FAT CLAY (CH): stiff, brown, tan, reddish brown, moist, with calcareous fragments, (FILL) hard Boring Terminated at 10 feet. V 2 a REMARKS � � Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-YALUE STAtUC�?.fli+nE`I�A�14?'JF1E515TAN�E(,�f]�-ITOT-,UC�I itEC P�EC�wERY lL' J{?�IL4llh11T M:NAT�.IRA! �AOISfIJRECLh,ITEkT '�6 7M915TlIAf PfP.�EvT NAFll7iA_'.�14iURE C�Ot+bTEl':T itQd ROCIC QUAL9'TY' BESIGhlAFID�+� PL• 'RLASTI� 11h11T i: Pc?tC6{JT VA55ENG NQ. 2i1Q SfE1lE � tiROU�t�',4A�R � f'vE� Ih i}fE @ORfHt7L: KT Tih�1z 4F d{il WNG llfl UPJC�ISTUR.aED PI. �t.pSTItIFti' I1•�DEx T SFABrLL��GPCK1Npn�y'hT�A.LEVE� Q� P{)CK�� PEFMETr�,dhrlETEftClM1SCS7�+:FI�dEDCOh,1PRFSIVESTR�`JGfH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-07 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/13/24 DRILLING METHOD: Solid Flight Auger WEATHER: Clear EQUIPMENT USED: CME 75 ELEVATION: 651.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846540°, -97.302822° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 5ampie i TOPSOIL: �2.5" - 650- 1 I�� °°�� \LEAN CLAY (CL): stiff, IEght brown, moist, with / LL: 40 PL: 16 224/io calcareous nodul , ( IDU ) PI: M es R AL - - ........... .. F: 88.9°0 2.0 FAT CLAY (CH): hard, light brown, moist, 2 � � Sample 2 shaley, (RESIDUAL) - - M: 20.2 % - - :..:..:..:..:..:..:..:. Sample 3 with calcareous fragments LL: 53 5— - 3 —T—�� '''� : J— PL: 20 PI: 33 - 645- :..:..:..:..:..:..:..:..:.. M: 21.7% 4 :. . � . :. .:..:..:..:..:. � . Sample 4 - - M:22.6% - - ,..:..:.. 8.5 - ' V 5 �4 ""':":":""""""""' Sample 5 LE LAY (CL): hard, light brown, moist, with AN C /\ � �' M 19.4% sand, (RESIDUAL) 10— / \ �$ 10.0 Boring Terminated at 10 feet. - 640- :..:..:..:..:..:..:..:..:.. 15— - 635- z0— - - 630- :..:..:..:..:..:..:..:..:.. SAMPLE TYPE ■ Shelby Tube �Split Spoon V 2 a REMARKS � � °�" U j Water soluble sulfate / content = 410 ppm 649.0 j 642.5 ��/J� � 641.0 j Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. ry-Y�tUE SIANCrARi+nE'�-TrA�ICY,JaFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J�?�ICLIMIT M:NAT�.�NA!.�415fI�RECuNTEFtT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlT1' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'1T FA55ENG NQ. _'fl� SIE�lE +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC 'Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-08 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/13/24 DRILLING METHOD: Solid Flight Auger WEATHER: Clear EQUIPMENT USED: CME 75 ELEVATION: 643.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846395°, -97.301020° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � Z � � tn w � Qu (tsfl � � V �� J J 0 w w � 2 3 4 p SOIL DESCRIPTION � REMARKS a Q a a � a� I Atterberg Limits I m � p w Q Q m Z 20 40 60 80 Q l7 w � �^ • % Moisture • 20 40 60 80 �\TOPSOIL: �2.5" / °`�` Water soluble sulfate - - 1 ;..;�;i;..;..;.•;••;••;.. Samale 1 LEAN CLAY (CL): stiff, light brown, tan, moist, content = 300 ppm M: 253% with calcareous fragments, (FILL) - - ............... very stiff Sam le 2 - 640- 2 ,.�..,..,..,.�.;..;..;.. p M: 18.1 % - - :..:..:..:..:..:..:..:. Sample 3 hard, with gravel and chalk fragments LL: 43 5— - 3 � I' J— PL: 16 PI: 27 M:163% 50/2" ,, , am le 4 6.5 636.5 g 4 � : : : : : : : ?>[� h _ _ o LEAN CLAY (CL): hard, light brown, moist, wit calcareous nodules, (RESIDUAL) � - 635- 80 635.0'l/� ;..:. FAT CLAY (CH): very stiff to hard, reddish � S Sample 5 brown, light brown, moist, with calcareous - � � ' � ' M: 20.0% nodules, (RESIDUAL) �Q_ _ 10.0 633.0 Boring Terminated at 10 feet. - 630- :..:..:..:..:..:..:..:..:.. 15— - 625- Groundwater not _ _ :..:..:.. encountered at time of drilling. 20_ _ Borehole backfilled upon completion. Consistency based on - - � � � � � � � � � correction factor for Automatic hammer. pocket - - :..:..:..:..:..:..:..:..:.. g tes , penetrometer, stren th ts or ASTM D4288 as �� appropriate. SAMPLE TYPE ■ Shelby Tube �Split Spoon W-yrl�UE SIANGr`�Ri� �'E'�TA�ICY,d RE515TANCE (�1�•iFd T_'061 REL RECe]4'ERY LL' J�?�IC LIMIT lYI; NAT►IRA! *.'�415fI�RE CUNTEI`�T )L �►A9l5747�f F'fR.i EtiT ha14i�1+"trl _ S'-4515�R� �_�S�NTEI�T RQd R�CK QUALlTY BESIGhlAFl�hs PL• PLASTIC �1MIT F: pf��1T PA55ENG NQ- _'i1p SIEVE +� �iRO�J�tit��r�Y��R !.fVE� IN THE B4R€Hs7L= AT TIMz C]F aiilWMG Ufl UPJC�IST4JF�EG PI: QLASTICIF'r IhiDEX � S1�A8�u:�:� C,PQq.1h,IDVy',1T�R. LEVE� Q�s POCK>_� PEt•rETnOMIETER Uh;�O��FIF��ED LOM�. R��I'JESTHEa>'V�,fF+ Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: P-09 Sheet 1 of 1 Geotechnicai, Environmental. and Materials Engineers 8420 Sterling Street Irving, Texas 76053 Office: (469) 320-9800 PROJECT NAME: Fossil Creek LOCATION: Fort Worth, Texas PROJECT NUMBER: DF240030 DATE DRILLED: 3/13/24 DRILLING METHOD: Solid Flight Auger WEATHER: Clear EQUIPMENT USED: CME 75 ELEVATION: 646.0 HAMMER TYPE: Automatic DRILL CREW: Savage BORING LOCATION: 32.846087°, -97.302037° LOGGED BY: R. Shrestha ❑ N-Value ❑ � w � 10 20 30 40 � z � � N w � Qu (tsfl � � �� J J � w w � 2 3 4 p SOIL DESCRIPTION a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 5ampie i ��TOPSOIL: �2" � - 645 - 1 � '� P�' ZZ FAT CLAY (CH): very stiff, reddish brown, light �- � PI: 34 brown, moist, shaley, (RESIDUAL) M: 24.0% - - :..:..:..:..:.. F:98.4% hard - - 2 ;.� ..:..:..:..:.. .. ..� M 192/ ample 2� - - .......................... 4.5 5_ _� 3 9 �S �� a�mPle 3 LEAN CLAY (CL): hard, light brown, moist, — 50/15„ 16.8/ sha y( ESIDU ) � ° le , R AL - 640- _ � � 6.5 - - 13 ::::..:. SHALE FAT CLA (CH): hard, grayish brown, X Sample 4 Y Y 4 » � M:13.6/ moist, (RESIDUAL) 21 - — \/ ZZ am le 5 /\ 5 50/2.5�� > 15.1% �Q_ _ 10.0 Boring Terminated at 10 feet. - 635- :..:..:..:..:..:..:..:..:.. 15— - 630- z0— - - 625- :..:..:..:..:..:..:..:..:.. SAMPLE TYPE ■ Shelby Tube �Split Spoon V 2 a REMARKS � � O�J.� / 641.5 / j SPT refusal in / seam 639.5 � / SPT refusal in seam 636.0 limestone limestone Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. ry-Y�tUE SIANCrARi+nE'�-TrA�ICY,JaFSt�ANCE{ACS�-iTQT-_'461 REL P,EC�4'ERY LL J�?�ICLIMIT M:NAT�.�NA!.�415fI�RECuNTEFtT )L �►A9l57Ulif F'fRfEvT ha14Tl1Rr1'_'.+-L515�R< <<�ShrTEIvT RQD R�CK QUALlT1' BESIGNA�YI�t+6 PL• FLASTIC �1MIT F: P��'1T FA55ENG NQ. _'fl� SIE�lE +� tiRO�J�tit�'h'��R �fVE� Ih: T}YE B4REHJLc nT Tlhriz �1F �RIWMG tlfl UPJC�I571JPnEC1 PI: �tASTICIF'r IhiDEX � S1�A81�1,f;)GP(?�.1F,IC✓4Yhi;I+.LEVEC 'Qis PC3CK�� PEI�ET�OMIETEf�k1NC{�f+�FIh�E�COMI.RF�I'JESTRE�wGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA Geotechnicai, Environmental. and Materials Engineers PROJECT NAME: Fossil Creek PROJECT NUMBER: DF240030 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 75 HAMMER TYPE: Automatic BORING LOCATION: 32.845280°, -97.301883° w � � a O Z � z � z N w _ � w w �� J J W W d d d 0 d K o w � � °° z Q J � N w - 640-� 2 5— -� 3 _ _X ,z 4 26 5� - 635- 12 5 50/6" 10— 50/4„ - 630 15- - 625 z0— ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q 0 I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 ;..;.�..;..;..;. �.. S ;.. :..:..:..:..:.. M.28.4/ ampe ;..�.;..;..;..;. � . M ample 2 21.4 % :..:..:..:..:..:..:. Sample 3 LL: 54 —;-�.�' I : J— PL: 21 PI: 33 M: 17.6% .:::::::�;� :..:..:..:..:..:..:. 11.7/ m e4 :..:..:..:..:..:..:..:. Sample 5 LL: 33 �F-1 : >.>CPL:16 PI: 17 M: 12.0% f7 0 SAMPLE TYPE ■ Shelby Tube �Split Spoon LOG OF BORING 8420 Sterling Street Irving, Texas 76053 Designation: P-10 Office: (469) 320-9800 Sheet 1 of 1 LOCATION: Fort Worth, Texas DATE DRILLED: 3/13/24 WEATHER: Clear ELEVATION: 643.0 DRILL CREW: Savage LOGGED BY: R. Shrestha SOIL DESCRIPTION �\TOPSOIL: �2" / LEAN CLAY (CL): hard, brown, light brown, moist, with calcreous nodules, (RESIDUAL) 4.0 6.5 9.0 FAT CLAY (CH): hard, reddish brown, light brown, moist, with red sand seams, (RESIDUAL) LEAN CLAY (CL): hard, light brown, moist, with sand, (RESIDUAL) LIMESTONE: moderately hard, tan, with clay 10.0 layers, (PAWPAW FORMATION, WENO �LIMESTONE, AND DENTON CLAY) / Boring Terminated at 10 feet. � TxDOT Cone Penetration Groundwater not encountered at time of drilling. Borehole backfilled upon completion. Consistency based on correction factor for Automatic hammer. pocket penetrometer, strength tests, or ASTM D4288 as appropriate. N-YA�UE STAMGARi�nE'��:A�ICY.JRESl5TA�10E{AAS`{TOT='Q�� 1tEC REC�b'ERY LL' Jti�JCL1MIT M;h�A4T�.lNA'AOISTI�RECiDh1TEt+lT X�►Af115TU�if F'�R_CEtiT haRFU+'tA_ *f-41517.iRF COtvTEIuT RQG R�CIC QUALiTY L'E5IGNAFI�t+s PL• �LASTIt =_IMIT F: P=�tC6�IT FA55tNG NQ. _'fl� S1EVE +� Gd20l�haDWkTFR ! fVE� Ih; iHE @!�R€Hk7L: AT TIM£ QF Dit4WMG 41fl UNC�ISTUPoED PI: PtA571�IT'�' Ihi�Ex Z ST+19�1L'�� GP,CK.1F,fD+/v'ATcA. LE►+EC Q�s POCK±� REf tE7�Ohr1ETER S1hSC�t�iFlhlED C�h�1�RFSIVESI'FL•'olGfH V 2 a REMARKS � � O�G.� j � jj jWater soluble sulfate content = 340 ppm / 639.0 j �` /` / 636.5 SPT refusal in limestone j seam j 634.0 / 633.0 Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virqinia Beach, VA LOG OF BORING Designation: E-13 Sheet 1 of 2 GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.847345°, -97.304695° ❑ N-Value ❑ � w � 10 20 30 40 �' z � � N w � Qu (tsfl � Q _ � w J�ww 1 2 3 4 � a Q a a � a� I Atterberg Limits I m p w Q Q m Z 20 40 60 80 Q w � �^ • % Moisture • 20 40 60 80 — 1T 1 - 650 — �B 8420 Sterling Street, Suite B Irving, TX 75063 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 652 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION Samale �'�TOPSOIL:4" �: : 1T AGGREGATEBASE 14 M. 5.9% 1.0 3 C7: : FAT CLAY (CH): stiff, dark brown, light brown, 5 Samole high plasticity, moist, with small calcareous ;.� ..:..:..:..:..:..:..:.. 1B fragments (FILL) - - 3 2 4 3 5— \ / 3T X 3 17 50/3.5" 36 - 645- 4T _ - z� 4 13 7 10— — 4g - 640 - - 12 5 15 39 15— — M: 19.7% Sample R : 3T »[7v1: 173 % 5.5 :..:..:..:..:..:..:..:. •: : : : : : 3�g 53 / le Samole � : : : : : ' M ..:..:..:..:..�-...;..:. .. Sa:sp% 4B 9.5 LL: 58 PL: 19 PI: 39 M: 25.8% 12.5 :..:..:..:..:..:..:..:..:.. � » am le 5 10.7% No Sample Recovery very stiff, with some ffine roots LEAN CLAY (CL): very stiff to hard, light brown, yellowish brown, medium to high plasticity, dry, with chalk fragments SHALEY FAT CLAY (CH): very stiff, yellowish brown, gray, high plasticity, moist, laminated SANDY SHALEY LEAN CLAY (CLS): hard, light brown, light brownish gray, yellowish red, medium to high plasticity, dry to moist, with minearalized shell fossils V 2 a � � b51 ] >' `, 651.0 I� 646.5 i%� jj jj jj j� 642.5 /// 639.5 REMARKS f7� „F,,,. SAMPLE TYPE � Split Spoon N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.847345°, -97.304695° = O a Q w � w J w �J� 20 — - 630 25 — - 625 30- - 620 ❑ N-Value ❑ w � 10 20 30 40 � �Z tn w � Qu (tsfl � Q J J �ww 1 2 3 4 � a a � a� I Atterberg Limits I m m U Q Q Z 20 40 60 80 Q � �^ • % Moisture • 20 40 60 80 Sample — 6T • : : : 6T 6 16 ............:..:..:..:.»❑M:17.8/ 5� Samole 6B � 6B M: 14.0% 37 :..:..:..:..:..:..:. � 46 � : � » am le 7 42 17.2% 19 $ 30 � y� am le 8 50/6„ 16.5 % SAMPLE TYPE � Split Spoon REMARKS Groundwater not encountered at time of drilling. Borehole backfilled on date drilled unless otherwise noted. Consistenty/Relative Density based on correction factor for Automatic hammer. N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH LOG OF BORING 8420 Sterling Street, Suite B Irving, TX 75063 Designation: E-13 Office: (469) 320-9800 Sheet 2 of 2 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 652 DRILL CREW: Savage LOGGED BY: S. Harris V 2 SOIL DESCRIPTION a � � 17.5 634.5 j/ SHALEY FAT CLAY (CH): hard, brownish gray, � grayish brown, brown, high plasticity, moist, � laminated / � with weathered shale layer / brownish gray, dark gray 29.5 622.5 //1 30.0 WEATHERED SHALE: soft, gray, soft 622.0 �°%) Boring Terminated at 30 feet. Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA LOG OF BORING Designation: E-14 Sheet 1 of 2 GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846898°, -97.304683° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w - 7 1 g 7 \/ 2T - 645- X � � � so/6" - - 2B 5— — 5 3 7 - — 7 - 640- - -/ \ 4 9 — 50/6" 10— - - 635- - - 6 5 17 32 15— — ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 Sample 1 LL: 47 � PL: 18 PI: 29 M: 6.6% :..:..:..:..:..:.. ..:..:.. F:66.6% Samole •:::::: � :..:..:..:..:..:..:..:. 9.6/ �� • :..:..:..:..:..:..:..:. : . 2B� le M: 4.8% Sample 3 LL: 48 :..:.....:..:..:..:..:. � PL: 19 PI: 29 M: 17.6% a ` ..:..:..:..:..:..:. � 14I0% am :..:..:..:..:..:..:..:. � �ISample 5 M: 19.6% 8420 Sterling Street, Suite B Irving, TX 75063 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 648 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION � �TOPSOIL: 4" , SANDY LEAN TO FAT CLAY (CL-CH): very stiff, dark grayish brown, medium to high plasticity, dry, with aggregate 2.0 LEAN TO FAT CLAY (CL-CH): very stiff, brown, light brown, medium to high plasticity, dry, with chalk fragments with chalk lens at 3' yellowish brown, brownish yellow, high plasticity, moist, with chalk fragments 8.0 12.0 SANDY LEAN CLAY (CL): hard, light brownish gray, yellowish red, medium to high plasticity, moist, with mineralized shell fossils SHALEY LEAN TO FAT CLAY (CL-CH): hard, brown, reddish brown, reddish yellow, medium to high plasticity, moist, laminated with trace small limestone fragments V 2 a K � 647.7 �' `%' .�� 646.0 \ \ \ \ \ \ \ \ \ 640.0 \ jjj jj jj j 636.0 � \ \ \ \ \ \ \ \ . REMARKS SAMPLE TYPE � Split Spoon N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA LOG OF BORING Designation: E-14 Sheet 2 of 2 GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846898°, -97.304683° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w - 630- - 14 6 24 48 20— — - 625- - - 17 � 25 30 25— — - 620- - -u $ z5 / � 50/3" 30— - - 615- ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 18.0 :..:..:..:..:..:..:. : � » am le 6 173 % :..:..:..:..:..:..:..:..:.. � » am le 7 16.2% 27.5 am le 8 � :........:..:..:..:.��. 15.4% 29Z Groundwater not encountered at time of drilling. Borehole backfilled on date drilled unless otherwise noted. Consistency/Relative Density based on correction factor for Automatic hammer. SAMPLE TYPE � Split Spoon N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH 8420 Sterling Street, Suite B Irving, TX 75063 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 648 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION SHALEY FAT CLAY (CH): hard, brownish gray, gray, high plasticity, moist with trace limestone gravel WEATHERED SHALE: soft, gray Boring Terminated at 29.2 feet. V 2 a K � REMARKS � 630.0 � 620.5 %(� (�°%i (�°%) 618.8 /� o � Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846484°, -97.304666° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w - 645- g 1 y 13 - - 15 2 10 10 5— 3 - 640- 7 7 12 - - 17 4 16 13 10— — - 635 ST - - 19 14 17 15— — 56 - 630 ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 � n Sample 1 M: 9.8 % �:: i : : :..:..:..:..:..:..:..:. D I : [ : :..:..:..:..:..:.. [ : Sample 3 LL: 40 � ��' PL: 15 ......... ..:..:..:..:..:.. PI:25 M: 8.8% F: 86.7% :..:..:..:..:. :..:..:. � Sample 4 M: 23.7% Samole � : : ST M: 11.9% n Sample —! : 5 B M: 18.7% SAMPLE TYPE � Split Spoon LOG OF BORING 8420 Sterling Street, Suite B Irving, TX 75063 Designation: E-15 Office: (469) 320-9800 Sheet 1 of 2 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 646 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION � �TOPSOIL: 4" FAT CLAY (CH): very stiff to hard, dark brown, high plasticity, dry, with aggregate No sample recovery 4.5 8.0 LEAN CLAY (CL): very stiff, light brown, yellowish brown, gray, medium to high plasticity, dry, with chalk fragments SHALEY LEAN CLAY (CL): hard, yellowish brown, brownish yellow, medium to high plasticity, moist, laminated with mineralized shell fossils reddish yellow @ 9.8 feet 14.5 SHALEY FAT CLAY (CH): hard, grayish brown, gray, high plasticity, moist, laminated V 2 a K � ii ii �ii ♦♦ �� ii �Oi �� :� � REMARKS N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA LOG OF BORING Designation: E-15 Sheet 2 of 2 GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846484°, -97.304666° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w - 14 6 20 25 20- — - 625- - - 13 � 17 27 25— — - 620- � g 50/3" 30— - - 615- ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 :..:..:..:..:..:.. .. ' Sample 6 � � M: 17.4% :..:..:..:..:..:..:..:..:.. � � Sample 7 M: 16.0% 28.0 � » am le 8 28 $ 10.1 % 8420 Sterling Street, Suite B Irving, TX 75063 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 646 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION SHALEY FAT CLAY (CH): hard, grayish brown, gray, high plasticity, moist, laminated(continued from 14.5 feet. ) brownish gray, dark gray, with some reddish yellow ferrons staining WEATHERED SHALE: moderately hard, gray Boring Terminated at 28.8 feet. V 2 a K � / 618.0 %J� (�°%) 617.2 , REMARKS Groundwater not encountered at time of drilling. Borehole backfilled on date drilled unless otherwise noted. Consistency/Relative Density based on correction factor for Automatic hammer. SAMPLE TYPE � Split Spoon N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA LOG OF BORING Designation: E-16 Sheet 1 of 2 GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846119°, -97.304649° w � � a O Z � z � z N w _ � w w �� J J W W � Q d d 0 d K o w � � °° z Q J � N w - 4 1 3 3 - 640- 3 2 5 8 5— 7 3 5 - 6 - 635- - - 5 4 y 9 10— — - 630- - - 8 5 g 13 15— — ❑ N-Value ❑ 10 20 30 40 � 4u (tsfl � � 1 2 3 4 Q � I Atterberg Limits I m 20 40 60 80 Q • % Moisture • 20 40 60 80 �. Sample 1 M: 14.8% Sample 2 :..: .:..:..:..:..:..:..:.. LL: 50 �I�--�� PL:18 PI: 32 M: 17.9% � � Sample 3 :... .:..:..:..:..:..:..:.. M: 13.7% :..:.. ..:..:..:..:..:..:.. 4 Sample � � M: 22.9% Sample 5 :..:..:..: .:..:..:..:..:.. LL: 52 ♦ PL:20 PI: 32 M: 20.6 % 8420 Sterling Street, Suite B Irving, TX 75063 Office: (469) 320-9800 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 643 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION � �TOPSOIL: 4" , LEAN TO FAT CLAY (CL-CH): hard, yellowish brown, dark brown, medium to high plasticity, moist, with fine roots and aggregate 2.0 FAT CLAY (CH): very stiff, brown, yellowish brown, high plasticity, moist, with small rock fragments 4.5 SANDY LEFAT CLAY (CLS): very stiff, brownish yellow, yellowish brown, light gray, medium to high plasticity, moist, with chalk fragments 8.5 12.5 SHALEY LEAN TO FAT CLAY (CL-CH): very stiff, reddish brown, reddish yellow, grayish brown, medium to high plasticity, moist, laminated with trace small chalk fragments SHALEY FAT CLAY (CH): hard, gray, reddish yellow, yellowish red, high plasticity, moist, laminated with ferrous staining V 2 a K � b427 �' `, -� \ \ 630.5 \ � REMARKS SAMPLE TYPE � Split Spoon N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA \ GeoCechni�al, Enviranmental. and Materials Engineers PROJECT NAME: Fossil Creek Master Planning PROJECT NUMBER: DF220043 DRILLING METHOD: Solid Flight Auger EQUIPMENT USED: CME 55 Track HAMMER TYPE: Automatic BORING LOCATION: 32.846119°, -97.304649° = O a Q w � w J w - 625 20 — - 620 25 — - 615 30- - 610 ❑ N-Value ❑ w � 10 20 30 40 � �Z tn w � Qu (tsfl � Q w J� w w 1 2 3 4 � a a � a� I Atterberg Limits I m m U Q Q Z 20 40 60 80 Q � �^ • % Moisture • 20 40 60 80 15 :..:..:..:..:..:..: .:.. .. 6 �6 � : Sample 6 21 M: 17.7% 18 :..:..:..:..:..:..:. :.. 7 25 � :�) am le 7 40 16.6% 33 $ 34 �: y� am le 8 50/6„ 15.4 % SAMPLE TYPE � Split Spoon LOG OF BORING 8420 Sterling Street, Suite B Irving, TX 75063 Designation: E-16 Office: (469) 320-9800 Sheet 2 of 2 LOCATION: Fort Worth, Texas DATE DRILLED: 6/22/22 WEATHER: Partly cloudy ELEVATION: 643 DRILL CREW: Savage LOGGED BY: S. Harris SOIL DESCRIPTION SHALEY FAT CLAY (CH): hard, gray, reddish yellow, yellowish red, high plasticity, moist, laminated with ferrous staining(continued from 12.5 feet. ) 29.5 30.0 WEATHERED SHALE: soft, gray Boring Terminated at 30 feet. V 2 d � � / 613.5 //// 613A�\O� REMARKS Groundwater not encountered at time of drilling. Borehole backfilled on date drilled unless otherwise noted. Consistenty/Relative Density based on correction factor for Automatic hammer. N-VALUE STANDARD PENETRATION RESISTANCE (AASHTO T-206) REC RECOVERY LL: LIQUID LIMIT M: NATURAL MOISTURE CONTENT % MOISTURE PERCENT NATURAL MOISTURE CONTENT RQD ROCK QUALITY DESIGNATION PL: PLASTIC LIMIT F: PERCENT PASSING NO. 200 SIEVE SZ GROUNDWATER LEVEL IN THE BOREHOLE AT TIME OF DRILLING UD UNDISTURBED PI: PLASTICITY INDEX 1 STABILIZED GROUNDWATER LEVEL Qu POCKET PENETROMETER UNCONFINED COMPRESSIVE STRENGTH Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL �Columbus, GA • Louisville, KY• Raleigh, NC� Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, AR� Tulsa, OK Oklahoma Citv. OK • DFW Metroplex, TX• Virainia Beach, VA LABORATORY TEST PROCEDURES A brief description of the laboratory tests performed is provided in the following sections. DESCRIPTION OF SOILS (VISUAL-MANUAL PROCEDURE) (ASTM D2488) The soil samples were visually examined by our engineer and soil descriptions were provided. Representative samples were then selected and tested in accordance with the aforementioned laboratory-testing program to determine soil classifications and engineering properties. This data was used to correlate our visual descriptions with the Unified Soil Classification System (USCS). POCKET PENETROMETER Pocket Penetrometer tests were performed on cohesive soil samples. The pocket penetrometer provides a consistency classification, and an indication of the soils unconfined compressive strength (Qu). NATURAL MOISTURE CONTENT (ASTM DZ216) Natural moisture contents (M%) were determined on selected samples. The natural moisture content is the ratio, expressed as a percentage, of the weight of water in a given amount of soil to the weight of solid particles. ATTERBERG LIMITS (ASTM D4318) The Atterberg Limits test was performed to evaluate the soil's plasticity characteristics. The soil Plasticity Index (PI) is representative of this characteristic and is bracketed by the Liquid Limit (LL) and the Plastic Limit (PL). The Liquid Limit is the moisture content at which the soil will flow as a heavy viscous fluid. The Plastic Limit is the moisture content at which the soil is between "plastic" and the semi-solid stage. The Plasticity Index (PI = LL - PL) is a frequently used indicator for a soil's potential for volume change. Typically, a soil's potential for volume change increases with higher plasticity indices. MATERIAL FINER THAN NO. Z00 SIEVE BY WASHING (ASTM D 1140) Grain-size tests were performed to determine the partial soil particle size distribution. The amount of material finer than the openings on the No. 200 sieve (0.075 mm) was determined by washing soil over the No. 200 sieve. The results of wash #200 tests are presented on the boring logs included in this report and in the table of laboratory test results. Page � A-12 UNCONF/NED COMPRESSION TEST (ASTM D2166) Unconfined compressive strength tests are performed on relatively undisturbed samples extruded from Shelby tubes. The unconfined compressive strength test provides indication of the approximate strength of cohesive soils in terms of total stresses. A tube sample is extruded and trimmed square to prepare a specimen with length to diameter ratio between 2.0 and 2.5. The specimen is placed in a loading device and subjected to a uniaxial compressive load. Load and deformation readings were recorded during each test. The sample is loaded until the load values decrease with increasing strain, or until the sample has experienced 10°/o strain. The unconfined compressive strength (Qu) is reported as the maximum stress value or stress value recorded at 10% strain, whichever occurred first. ONE-DIMENSTIONAL SWELL (ASTM D4546) The one-dimensional swell test provides indication of the potential vertical rise (PVR) due to swelling of subgrade soils with additional moisture content. The sample was trimmed and placed in a consolidometer where a seating load was applied. The expansion (swell) of the soil is recorded for the duration of the saturation period. A summary of the results from the Swell tests are presented in Table L-2 of this Appendix. WATER SOLUBLE SULFATE (TEX-145-E) Representative samples of soil are collected and analyzed for sulfates to evaluate the acid soluble sulfate content for the site. Soil sulfate content tests were performed on the samples to evaluate sulfate attack on buried concrete. The test results are compared to published standards applicable to the project construction for assignment of corrosion potential ratings. LIME SERIES — pH Method (ASTM D6276) This test method provides a means for estimating the soil-lime proportion requirement for stabilization of a soil. This test method is performed on soil passing the 425µm (No. 40) sieve. The optimum soil-lime proportion for soil stabilization is determined by tests of specific characteristics of stabilized soil such as unconfined compressive strength or plasticity index. This test method is used to determine the percentage of lime that results in a soil-lime pH of approximately 12.4. LABORATORY CALIFORN/A BEARING RATIO (ASTM D 1883) The California Bearing Ratio, usually abbreviated CBR, is a punching shear test. The CBR value is a semi-empirical index of the soil's strength and deflection characteristics and has been correlated with pavement performance to establish design curves for pavement thickness. The tests were performed on six-inch diameter, five-inch thick disks of compacted soil, confined in steel cylinders. The specimens were soaked for at least 96 hours prior to testing. A piston, approximately two inches in diameter, was forced into the soaked soil at a standard rate to determine the soil's resistance to penetration. The CBR value is the ratio, expressed as a percentage, of the actual load required to produce a 0.1-inch deflection to that required for the same deflection in a certain standard crushed stone. Page � A-13 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. B-01 B-01 B-01 B-01 B-01 B-01 B-01 B-02 B-02 B-02 B-02 B-02 B-02 B-02 B-03 B-03 B-03 B-03 B-03 B-03 B-03 B-04 B-04 B-04 B-04 B-04 B-04 B-04 B-05 B-05 B-05 B-05 B-05 B-05 0.7 - 2.0 25.1 52 20 2.0 - 4.0 3 4.3 4.0 - 6.0 32.3 66 25 6.0 - 8.0 31.4 8.0 - 10.0 28.1 13.0 - 15.0 23.7 18.0 - 20.0 19.1 0.2 - 2.0 8.1 2.0 - 4.0 30.2 54 23 4.0 - 6.0 24.4 6.0 - 8.0 21.9 43 18 8.0 - 10.0 23.9 13.0 - 15.0 21.1 18.0 - 20.0 18.7 0.4-2.0 23.6 38 18 2.0 - 4.0 1 7.7 4.0 - 6.0 19.7 38 16 6.0 - 8.0 2 8.1 8.0 - 10.0 23.8 56 21 13.0 - 15.0 19.6 18.5 - 20.0 18.2 0.7 - 2.0 1 7.0 2.0 - 4.0 20.9 32 15 4.0 - 6.0 2 3.7 6.5 - 8.0 2 0.1 8.0 - 10.0 25.4 52 22 13.0 - 15.0 19.2 18.0 - 20.0 20.8 0.1 - 2.0 30.8 50 21 2.0 - 4.0 23.3 50 19 4.5 - 6.0 2 5.9 6.5 - 8.0 2 5.9 8.0 - 10.0 25.3 57 21 13.0 - 15.0 14.4 Table L-1: General Soil Classification Test Results 32 41 31 25 91.6 20 22 35 9$•2 17 30 31 31 36 91.7 98.5 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. I B-05 � B-06 B-06 B-06 B-06 B-06 B-06 B-06 B-07 B-07 B-07 B-07 B-07 B-07 B-07 B-08 B-08 B-08 B-08 B-08 B-08 B-08 B-09 B-09 B-09 B-09 B-09 B-09 B-09 B-10 B-10 B-10 B-10 B-10 18.5 - 20.0 16.4 0.8 - 2.0 28.5 _ 45 � 21 � 2.0 - 4.0 14.8 4.0 - 6.0 15.3 40 16 6.5 - 8.0 21.2 8.0 - 10.0 17.1 � 55 21 13.0 - 15.0 19.7 18.5 - 20.0 19.7 0.8 - 2.0 25.1 2.0 - 4.0 26.1 50 20 4.0 - 6.0 � 21.7 6.0 - 8.0 24.2 8.0-10.0 23.5 55 18 13.0 - 15.0 21.3 18.0 - 20.0 21.2 0.2 - 2.0 25.1 L 2.0 - 4.0 28.6 4.0 - 6.0 21.7 39 15 6.0 - 8.0 24.2 8.0 - 10.0 18.2 45 16 13.0 - 15.0 21.3 18.0 - 20.0 21.2 0.2 - 2.0 24.0 2.0 - 4.0 1 9.9 4.0 - 6.0 17.4 34 16 � 6.5 - 8.0 � 24.5 I 8.0 - 10.0 24.4 55 22 13.0 - 15.0 20.3 18.5 - 20.0 21.1 0.7 - 2.0 27.7 44 20 2.5 - 4.0 1 8.1 4.0 - 6.0 22.6 36 15 6.5 - 8.0 1 6.5 8.5 - 10.0 22.4 Table L-1: General Soil Classification Test Results 24 � 24 34 I 86.0 30 37 93.0 24 29 87.2 18 80.0 � 96.6 33 � 24 21 LABORATORV TEST RESULTS The results of the laboratory testing are presented in the following tables. B-10 B-11 B-11 B-11 B-11 B-11 B-11 B-11 P-01 P-01 P-01 P-01 P-01 P-02 P-02 P-02 P-02 P-02 P-03 P-03 P-03 P-03 P-03 P-04 P-04 P-04 P-04 P-04 P-05 P-05 P-05 P-05 P-05 18.5 - 20.0 0.7 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 13.0 - 15.0 18.5 - 20.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.3 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.8 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.7 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.8 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 18.1 30.3 16.5 35 15 13.6 20.4 24.7 60 22 20.6 21.1 17.8 46 19 18.5 2 5.7 24.0 23.6 19.4 52 20 10.3 11.5 19.1 23.7 51 17 25.7 23.1 53 20 23.8 25.0 19.9 23.4 29.2 56 22 21.5 19.3 I I 21.4 28.1 57 21 32.4 31.7 52 20 14.2 18.7 Table L-1: General Soil Classification Test Results 20 38 97.5 27 84.2 32 34 33 34 36 96.7 32 LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. P-06 P-06 P-06 P-06 P-06 P-07 P-07 P-07 P-07 P-07 P-08 P-08 P-08 P-08 P-08 P-09 P-09 P-09 P-09 P-09 P-10 P-10 P-10 P-10 P-10 DP-01 DP-01 DP-01 DP-01 DP-01 DP-01 DP-02 DP-02 DP-02 0.6 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.0 - 8.0 8.0 - 10.0 0.2 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.0 - 10.0 0.2 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 8.5 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 9.0 - 10.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 6.5 - 8.0 9.0 - 10.0 14.0 - 15.0 0.1 - 2.0 2.0 - 4.0 4.0 - 6.0 16.5 � 22.8 _ 42 18 15.9 21.4 16.9 22.4 I 40 16 � 20.2 21.7 52 20 22.6 19.4 25.3 18.1 16.3 42 16 12.0 20.0 L 24.0 � 56 22 19.2 16.8 13.6 15.0 I 28.4 21.4 17.6 54 21 11.7 12.0 33 16 25.0 � 47 19 19.1 16.7 47 18 � 8.2 14.4 9.1 32.7 28.6 58 24 17.9 Table L-1: General Soil Classification Test Results 24 24 88.9 32 26 34 � 98.4 33 17 28 29 34 LABORATORV TEST RESULTS The results of the laboratory testing are presented in the following tables. B-01 (4 to 6 teet) B-02 (6 to 8 feet) B-03 (4 to 6 feet) B-03 (8 to 10 feet) B-04 (8 to 10 feet) B-05 (2 to 4 feet) B-05 (8 to 10 feet) B-06 (8 to 10 feet) B-07 (2 to 4 feet) B-08 (8 to 10 feet) B-09 (4 to 6 feet) B-11 (2 to 4 feet) B-11 (8 to 10 feet) B-01 B-02 B-04 B-05 B-06 B-07 B-08 B-09 B-10 B-11 66 41 323 34.6 43 25 21.9 26.2 38 22 19.7 21.2 56 35 23.8 25.7 52 30 25.4 28.8 50 31 23.3 25.4 57 36 � 253 28.6 55 34 25.2 30.2 50 30 26.1 29.3 45 29 18.2 18.6 34 18 17.4 21.0 35 20 16.5 17.1 60 38 24.7 29.0 Table L-2: One Dimensional Swell Test Results 18 to 20 113.8 7.3 13 to 15 110.5 4.9 18 to 20 109.8 3.5 13 to 15 113.3 5.9 13 to 15 113.8 5.7 18 to 20 108.3 2.6 13 to 15 111.1 3.9 13 to 15 108.9 5.0 13 to 15 115.6 4.7 13 to 15 112.1 3.8 Table L-3: Unconfined Compression Test Results 0.5 0.4 0.2 0.3 0.7 0.2 0.3 0.2 0.3 0.0 0.0 0.0 1.7 � 584 815 599 1055 1053 358 1053 1064 357 1051 582 359 1053 5.2 4.4 5.5 6.2 4.9 4.9 4.4 8.9 4.4 2.6 uN-uz 13.5 - 15.0 14.5 Table L-1: General Soil Classification Test Results LABORATORY TEST RESULTS The results of the laboratory testing are presented in the following tables. Composite Reddish Brown and Brown Fat Clay (P-03 to P-05, 0 to 4 feet) Composite Light brown Lean Clay (P-07 to P-10, 0 to 4 feet) P-02 (0.3 to 2 feet) 370 P-02 (2 to 4 feet) 210 P-05 (0.8 to 2 feet) 300 P-07 (0.1 to 2 feet) 410 P-08 (0.2 to 2 feet) 300 P-10 (2 to 4 feet) 340 Table L-4: Sulfate Test Results 7.9 11.7 7.8 11.4 12.0 12.2 11.9 12.4 12.4 12.4 12.4 -- E:? �: Table L-5: Lime-Series Test Results 8420 Sterling Street � � , Irving, Texas 76053 (469) 320-9800 G-�:; .avariic;,l, Env�ronrnental. and Materials Engineers PROJECT NAME Fossil Creek CLIENT The Haskell Companv 140 I � � 135 i � � 130 i � � 125 i � � 120 i � � 115 i � � v I } 110 i � z � p I � I 0 105 I � � oo � I I 95 i � � � 90 i � � 85 i I ao I 0 MOISTURE-DENSITY RELATIONSHIP PROJECT NUMBER DF240030 PROJECT LOCATION Fort Worth, Texas \ � DATE TESTED: 3/21/2024 \� SOURCE OF MATERIAL: Composite Sample #1 (P-03 to P-05 0 to 4 feet) \� ` DESCRIPTION' Fat Clay with Calcareous Nodules and Traw Gravel (CH), Reddish Brown & Brown \\ MOISTURE AS RECEIVED: 26.5% SPECIFIC GRAVITY: (Assumed) \ \ ATTERBERG LIMITS: Liquid Limit: 58 Plastic Limit: 22 Plasticity Index: 36 \ GRADATION: %<#200:95 %>3/4": %>3/8": %>#4: \ ` \\ CLASSIFICATION: Method: ASTM D2487 Classification: CH � TEST METHOD: ASTM D698 Method A; Prepared Dry; Automatic Hammer \\` TEST RESULTS: Maximum Dry Density: 99.2 PCF Optimum Moisture: 23.3 % \` OVERSIZE CORRECTION: Results Not Corrected for Oversized Material \ \ \ \ \�\ \ \� \ ` �\ � \\ � \� \ \� \ \� \\ \� \\ \ \ \\ � � \� �� / r 5 10 15 20 25 30 MOISTURE CONTENT (% DRY WEIGHT) � � \ \� \ � Curves of 100% Saturation for Specific Gravity Equal to: �\ � 2.80 2.�0 ��'� z.6o 35 40 Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL •Columbus, GA • Louisville, KY• Raleigh, NC• Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, Afd� Tulsa, OK Oklahoma City, OK • DFW Metroplex, TX• Virginia Beach, VA CALIFORNIA BEARING RATIO TEST RESULTS ioo N a p 50 � N a Z O C Q O � ' �� /� , 0 I 0.0000 0.1000 0.2000 03000 0.4000 0.5000 PISTON PENETRATION (INCHES) 0.6000 I 56 Blaws t25 Blows 10 Blows I Project Fossil Creek Molding Post-Soak Pre-Soak Post-Soak Change In Swell Corrected CBR Value @ Moisture Moisture Dry Density Dry Density Dry Density (°/a) 0.1" 0.2" Project # DF240030 Content Content (PCF) (PCF) (%) Date April 3, 2024 (%) (%) Client The Haskell Company 56 21.2 27.1 101.9 99.0 -0.03 1.66 2.9 2.4 25 22.1 27.2 99.1 97.6 -0.02 2.03 1.3 13 10 20.8 34.0 91.2 88.4 -0.03 338 0.6 0.5 ' Sample Number: Composite Sample #1 Sample Description: Fat Clay (CH) with calcareous nodules and trace gravel, reddish brown and brown Composite from borings P-03, P-04, and P-OS (0 to 4 ft) 8420 Sterling Street � � . Irving, Texas 76053 (469) 320-9800 ��e::•.•�:nnicsl, Erwironmental, and Materials Enginee�s PROJECT NAME Fossil Creek CLIENT The Haskell Companv 140 I � � 135 i � � 130 i � � 125 i � � 120 i � � 115 i � � v I } 110 i � z � o � � � 0 ,os � I , oo � I I 95 i � � 90 i � � � 85 i I ao I 0 MOISTURE-DENSITY RELATIONSHIP PROJECT NUMBER DF240030 PROJECT LOCATION Fort Worth, Texas \ � DATE TESTED: 3/21/2024 \� SOURCE OF MATERIAL: Composite Sample #2 (P-07 to P-10 0 to 4 feet) � DESCRIPTION: Lean Clay with Calcareous Nodules (CL), Light Brown \ \ MOISTURE AS RECEIVED: 22.3% \\ SPECIFIC GRAVITY: (Assumed) \\ ATTERBERG LIMITS: Liquid Limit: 44 Plastic Limit: 19 Plasticity Index: 25 GRADATION: %<#200:86 %>3/4": %>3/8": %>#4: \ ` \\ CLASSIFICATION: Method: ASTM D2487 Classification: CL � TEST METHOD: ASTM D698 Method A; Prepared Dry; Automatic Hammer \` TEST RESULTS: Maximum Dry Density: 110.5 PCF Optimum Moisture: 16.6 % \ ` OVERSIZE CORRECTION: Results Not Corrected for Oversized Material \\ � � \\ \ \ \� \ ` �\ � \\ � \� -�\ \ \� / �\ �\ ��\ \\ ��\ ; �� \ � �� \ . `\\ .\ � � � � �\ � \ � � Curves of 100% Saturation \ , for Specific Gravity Equal to: �\ � 2.80 2.�0 ��'� z.6o 10 15 20 25 30 35 40 MOISTURE CONTENT (% DRY WEIGHT) Birmingham, AL •Auburn, AL • Huntsville, AL• Montgomery, AL Tuscaloosa, AL •Columbus, GA • Louisville, KY• Raleigh, NC• Dunn, NC Jacksonville, NC •Springdale, AR • Little Rock, AR• Ft. Smith, Afd� Tulsa, OK Oklahoma City, OK • DFW Metroplex, TX• Virginia Beach, VA CALIFORNIA BEARING RATIO TEST RESULTS so �' N a Z O � N a Z O C Q O I � ' � A - _ - N I I , N � �� 0.�� . � �0� D.z�O� Project Fossil Creek Project # DF240030 Date April 3, 2024 Client The Haskell Company 03000 0.4000 0.5000 0.6000 PISTON PENETRATION (INCHES) I 56 Blaws t25 Blows 10 Blows I Molding Post-Soak Pre-Soak Post-Soak Change In Swell Corrected CBR Value @ Moisture Moisture Dry Density Dry Density Dry Density (°/a) 0.1" 0.2" Content Content (PCF) (PCF) (%) (%) (%) � 56 17.2 22.4 110.1 108.4 -0.02 2.46 2.6 2.1 � 25 17.9 26.3 101.4 100.4 -0.01 1.26 1.0 0.8 � 10 17.6 29.9 903 90.7 0.00 1.79 0.4 0.4 Sample Number: Composite Sample #2 Sample Description: Lean Clay (CL) with calcareous nodules, light brown Composite borings P-07 through P-10 (0 to 4 ft) APPEN DIX C The Geoprofessional Business Association (GBA) has prepared this advisory to help you — assumedly a client representative — interpret and apply this geotechnical-engineering report as effectively as possible. In that way, you can benefit from a lowered exposure to problems associated with subsurface conditions at project sites and development of them that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed herein, contact your GBA-member geotechnical engineer. Active engagement in GBA exposes geotechnical engineers to a wide array of risk-confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Understand the Geotechnical-Engineering Services Provided for this Report Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable)> observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that willlikely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities. 'Ihe culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examinalion, systematic inquiry, or thorough investigation of all site and subsurface conditions. Geotechnical-Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer \ will not likely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical- engineering study for a refrigerated warehouse will be the same as one prepared far a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this report if your geotechnical engineer prepared it: . for a different client; . for a different project or purpose; . for a different site (that may or may not include all or a portion of the original site); or . before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or nalural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, too, the reliability of a geotechnical-engineering repart can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it A minor amount of additional testing or analysis after the passage of time — if any is required at all — could prevent major problems. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering repart did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full. You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those that affect: . the site's size or shape; . the elevation, configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or . project ownership. As a general rule, always inform your geotechnical engineer of project or site changes — even minor ones — and request an assessment of their impact The geotechnical engineer who prepared this report cannot accept J nnnfnnhninnl Cnninnnninn Dnnnnf / responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered. Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ - maybe significantly - from those indicated in this report Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed. This Report's Recommendations Are Confirmation-Dependent The recommendations included in this report - including any options or alternatives - are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do e�st, the recommendations can be relied upon, assuming no other changes have occurred. 'Ihegeotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation-dependent recommendations if you fail to retain that engineer to perform construction observation. This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to: • confer with other design-team members; . help develop specifications; . review pertinent elements of other design professionals' plans and specifications; and • be available whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction- phase observations. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated-subsurface-conditions liability to constructors by limiUng the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused> include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you ve included the material for information purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the repart Be certain that constructars know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allo�v enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled "limitations;' many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The personnel, equipment, and techniques used to perform an environmental study - e.g., a"phase-one" ar"phase-two" environmental site assessment - differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk-management guidance. Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer's services were not designed> conducted> or intended to prevent migration of moisture - including water vapor - from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies. Accordingly, proper implementation of the geotechnical engineer's recommendations will not of itself be su�f'icient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building-envelope or mold specialists on the design team. Geotechnical engineers are not building-envelope or mold specialists. ,1 GEOPROFESSIONAL BUSINESS / � ASSOCIATION Telephone: 301 /565-2733 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, xeproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBAs specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind. Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent � \ � FORT WORTH� CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST IApprovall Spec No. IClasssification I Manufacturer I Model No. � � Water & Sewer - Manholes & Bases/Comuonents 3339-10 Bev 2/3/161 I 07/23/97 33 OS 13 Urcthanc Hydrophilic Watcrstop A+ahi KoRyo KK Adcka Ultra-Scal P-201 I 04/26/00 33 OS 13 OfTsct loint for 4' Diam. MH Hanson Concrcic Products DrawinR No. 35-004R-001 I 04/26/00 330513 ProfilcGaskctfr4'Dia�n.MH. Press-ScalGaskctCom� 2��-4GGaskct I I/26/99 330513 HDPEManholcAdiushncntRinRs Ladtcch,Inc HDPEAdiushncntRinR I 5/13/OS 330513 ManholcExtcrnalWan Canusa-CPS Wan��ScalManholcEncapwlationSysicm � � Water & Sewer - Manholes & Bases/Fiber2lass 3339-13 (1/8/131 I I/26/99 33 39 13 Fibcrgla» Manholc Fluid Containmcnt, Inc. I OR/30/06 33 39 13 FbcrRlas� Manholc LF. ManufacturinR � � Water & Sewer - Manholes & Bases/Frames & Covers/Rectanaular 33-OS-13 (Rev 2/3/161 I* 33 OS 13 IManholc Framcs and Covcry I Wcstcm Iron Workv, Bavv & Hays Foundry � � � Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Roundl 33-OS-13 Bev 2/3/161 I* 33 OS 13 Manholc Framcs and Covcn Wcsicrz� Iron Works, Bass & Hays Foundry I* 33 OS 13 Manholc Framcs and Covcn McKinlcy Iron Works Inc. I OR/24/IS 33 OS 13 Manholc Framcs and Covcn Nccnah Foundry I OR/24/IS 33 OS 13 Manholc Framcs and Covcn Nccnah Foundry I33 OS 13 Manholc Framcs and Covcn SiRma Comoration I33 OS 13 Manholc Framcs and Covcn SiRma Comoration I33 OS 13 Manholc Framcs and Covcn Pont-A-Mouvvon I33 OS 13 Manholc Framcs and Covcn Nccnah CastinK Flowtitc f�➢L Updated: 6-18-25 National Spec I Size ASTM D2240/D472/D792 ASTM C-043/C-361 SS MH TaHic and Non-traHic arra ASTM 3753 Non-h-aHic arra Non-h-aflic arra 24"x40" WD 30024 A 24 AM R-1272 ASTM A4R & AASHTO M306 NF 1274 ASTM A4R & AASHTO M306 MH-144N MH-143N GTS-STD I10/31/06 33 OS 13 Manholc Framcs end Covcn (Hin„cd) Powcrscal Hinqcd Ductilc Irun Manholc I 7/25/03 33 OS 13 Manholc Framcs and Covcn Saint-Gobain Pipclinc� (Pammx/rcxus) RE32-RSFS I 01/31/06 33 OS 13 30" Dia. MH RinK and Covcr East Jordan Iron Works V I432-2 and V I483 Dc�iRns I 11/02/10 33 OS 13 30" Dia. MH Rin� and Covcr SiRma Comoation MHI651 FWN & MHI6502 I 07/19/I I 33 OS 13 30" Dia. MH Rin� and Covcr Star Pinc Product� MH32FTWSS-0C I OS/10/I I 33 OS 13 30" Dia. MH Rin� and Covcr Accucast 220700 Hcavy Duty with Gaskct RinR 10/14/13 06/01/17 12/OS/23 03/OS/00 04/20/01 09/23/96 12/05/23 OS/OS/IS 09/03/24 06/Q9/10 Q9/06/19 10/07/21 10/07/21 10/07/21 30" ERGO XL Asscmbly 33 OS 13 30" Dia. MH RinK and Covcr (HinKcd & Lockablc) East Iordan Iron Work� with Cam Lock/MPIC/T-Gaskct 34 OS 13 30" Dia. MH Rin� and Covcr (Lockablc) CI SIP Indusiric� 22R0 (32") 34 OS 13 30" Dia. MH Rin� and Covcr (Hin�cd & Lockablc) CI SIP Indusiric� 4267WT - Hinq d(32") CAI'-ONE-30-FTW, Composite, w/ Lack 33 OS 13 30" Dia. MH RinRand Cover Comoosi�e Access Produc�s, LP. w/o Hin¢ 34 OS 13 30" Dia. MH Rine and Cover Trumbull Manufacnnn¢ 32"(30") Fizme and Cover Water & Sewer - Manholes & Bases/Frames & Covers/Water Ti�ht & Pressure Tieht 33-OS-13 Bev 2/3/16) 33 05 13 Manhole Frames and Covers PonaA-Mousson Pamn¢h[ 33 05 13 Manhole Fimmes and Covers Neenah Casnn¢ 33 05 13 Manhole Fimmes and Covers Wes�ern Iron Works,Bass & Hays Foundiy 300-24P 33 OS 13 Manhole Fimmes and Covers McKinley liron Works Inc. W PA24AM 33 05 13 Manhole Fiames and Covers Ace�casr RG2100 33 05 13 Manhole Fiames and Covers (SIP)Seramoore Indusnies Prrvate Ltd. 300-24-23]5 Rine and Cover Water & Sewer - Manholes & Bases/Precast Concrete ( iev 1/8/13) 33 39 10 Manhole, Precast Conaete Hydro Condurc Coiv SPL Item #49 33 39 10 Manhole, Precast Conaete Wall Conaete Pioe Co. Ine. 33 39 10 Manhole, Precast Concrete Conerere Piroduct Inc. 48" I.D. Manhole w/ 32" Cone 333910 Manhole,PrecaecConcrece TheTurnerComoany 72"LD.Manholew/32"Cone 33 39 10 Manhole, Precae[ Concre[e The Turner Comnany a8", 60" I.D. Manhole w/ 32" Cone Mannole, SL" Vpei�ii�g ana Yla� top, (No 33 39 10 Manhole, Precast Concrete OldcasHe Piecas[ Ine. Transinon Cones) 33 39 10 Manhole, Precast (Remfoir.ed Polymer)Conerete US Comoosite Pioe Reinforced Pol�ner Conerete 33 39 20 Manhole, Precast Concrete Forcerim Pioe and Piecast 60" & 72" I.D. Manhole w/32" Cone 32 39 20 Manhole, Precae[ Conaete Fonerim Pioe and Piecast 48" I.D. Manhole w/32" Cone 33 39 20 Manhole, Precast (Remforced Polymer) Concrere Armorock 48" & 60" I.D. Manhole w/32" Cone 33 39 20 Manhole, Precaec (Hvbrid) Polymer & PVC Geneva Pine and Precaer (Predl Sysrems) 48" & 60" I.D. Manhole w/32" Cone 03/07/23 33 39 20 Manhulq Prccast Cuncrctc AmcnTcx Pinc and Products, LLC 4R" & 60" I.D. Manholc w/32" Conc 03/07/23 33 39 20 Manhulq Prccast (Rcinfurcnl Pulymcr) Cuncrctc P3 Polyincn, RockHardscp 4R" & 60" I.D. Manholc w/32" Conc 04/2R/07 Manholc, Prccast (Rcinforcal Polyincr) Concrdc Amita;h USA Mcycr Polycrdc Pipc Sewer -(WACI Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 I Was[ewa[er Access Chamber I Q�ickstream Solunons, Ine. Tyoe 8 Main[enace Shaft (P000��) Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious * EI-14 ManholeRehabSystems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cemen� Matenals, Inc. Reliner MSP EI-14 Manhole Rehab Systems AI'/M Pern�aforn� 4/20/01 EI-14 Manhole Rehab System S�roneComoany Snron¢ Seal MS2A Rehab System 5/12/U3 EI-14 Manhole Rehab System (Liner) Tnolex Linin¢ Sye[em MH reoeirorod�ct ro stoU mfil�ranon 08/30/06 Geneiml Conerete Reoeir FlexKrete Technolo¢ies Vinyl Palyesrer ReU��r �rad�ct ASTM A536 AASHTO M306-04 ASSHTO MI05 & ASTM A53G ASTM A 4R ASTM A 4R ASTM A 48 ASTM A 48 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 47& ASTM C 478 ASTM G76 ASTM C-7fi ASTM G77 ASTM C-07R; ASTM C-923; ASTM C-043 ASTM D5813 24" Dia. 24" Dia. 24" Dia. 30" Dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Die 30" Dia � 30" Die. I 30" Dia. I 30" Dia. I 30" Dia. � � � za o�a. I 24" Dia. I 24" Dia. I 24" Dia. � 24" Dia. � 24" Dia. � � � as� � 48" � 48" w/32" wne � 72" � 48", fi0" � 48" ro 84" 1. D. I 48" ro 72" � 60" & 72" � 4fr" � 48" & fi0" � 48" & 6U" Non Tratfic Areas � I � � � � For use when Std. MH cannot be I installed d�e to deo�h � � � � � � � Misc. Use I � * From Original5tandard Products List 1 FORT WORTH� CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST IApproval Spec No. IClasssification I Manufacturer � Water & Sewer - Manholes & Bases/Rehab SvstemsINonCementitioos � 05/20/96 EI-14 Manhole Rehab Systems Sorayroq, I 72/14/01 Coatin�forCo�rosiooprotcction(Extc�or) HRTECH � al/3l/a6 Coar��st�CoRos�ooP�o��ro� Cha�crto� IR/2R/2006 CoatinKsf rCo�rosion Protation Warrcn Environmcntel I I33 OS I C, 33 39 10. 03/19/1R 333920 CoatinKforCo�rosooprotat�on(Extc�or) ShcnvioWilliems � � Water & Sewer - Manhole Inserts - Field Ouerations Use Onlv (Rev 2/3/161 I* 33 OS 13 Manholc Inscrt Knutson Entcmnscs I* 33 OS 13 Manholc Inscrt South Wcstcm Packa�inR I * 33 OS 13 Manholc Inscrt Noilow-Inflow I 09/23/96 33 OS 13 Manholc Inscrt Southwcvtcm Packing & Sral�, Inc. I 09/23/96 33 OS 13 Manholc Inscrt Southwcvtcm Packing & Scal+, Inc. � � Water & Sewer - Pioe Casine Suacers 33-OS-24 (07/Ol/131 � i voaioz s��i ea�a cas�� s�au� na�a�ua e��a��e� a�a sy�c�ms, i��. IO2/02/93 Stainlcs� Stccl Casing Spactt Advanccd Products and Systcros, Inc. I04/22/R7 Casing Spaccrs Cascadc Watcnvork� Manufacturing I 09/14/10 Stainlc» Stccl Casing Spaccr Pipdinc Sral and Insularor I 09/14/10 Coatal Stccl Ca�in Spaccrs Pipdinc Sral and Insularor I OS/10/I I Stainlc» Stccl Ca�ing Spaccr Powcncal 03/19/IS Casing Spaceis BWM 03/19/IS CasingSpacers BWM � 03/29/22 33 OS 13 Casing Spaceis CCI Pipeline Systems I09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE) 08/2A/18 OR24/1 R 02/25/02 12/14/01 04/ 14/OS 01 /31 /06 8/28/2006 � I �izii9� � 03/22/10 � 04/09/21 � 03/07/23 09/03/24 � Water & Sewer - Piues/Ducfile Iron 33-ll-10(1/8/13) 33 I I 10 Ductilc Iron Pipc GrifTn Pipc Products, Co. 33 I I 10 Ductile Iron Pipe Amencan Duc�ile Iron Pipe Co. 33 I7 70 Ductilc Iron Pipc Amcricen Ductilc Iron Pipc Co. 33 I I 10 Ductilc Iron Pipc U.S. Pipcand Foundry Co. 331110 DuctilclronPipc McWencCast[ronPipcCo. Water & Sewer - Utilitv Line Marker (08/24/20181 � Sewer - Coatim �s/Enoxv 33-39-60 l01/08/131 eooxv ��nmz sys�em sauereisen, �nc Eooxv ��nm¢ Sys�em Enech Technical Coann¢s Inrenor D�ctile Iron PiUe Coatin¢ Induron Coann¢s forCoiTosion Protecnon Chesterron Coatin¢s for Corrosion Protection Warien Environmental Sewer - Coatines/Polvurethane � Sewer - Combination Air Valves 33-31-70 Air Release Valve A.R.1. USA, Inc. Sewer - Piues/Concrete EI-04 Conc. Pine, Remfoiced Wall Concrere Pioe Co. Ine. EI-04 Canc. Pioe, Remfair.ed Hydro Condun Caivaim[ian EI-04 Conc. Pioe, Remforced Hanson Conae�e Prod�c[s EI-04 Canc.Pioe,Remfaiced CanaetePioe&Prad�ctsCo.lne. Sewer - Pine Enlar�ment Svstem lMethodl33-31-23 (Ol/18/13) rim system rim Coroorano� Me('onnell Systems McLat Consnucnon TRS Systems Trenchless Reolacement System Sewer - Piue/Fiber�lass Reinforced/ 33-31-13(1/8/131 33 31 13 Cent. Casr FiberRlass (FRP) Hobas Pioe USA, Inc. 33 31 13 Fiberelass Pioe (FRP) Ameron 33 31 13 Glass-Fiber Reinforced Polvmer Pine (FRP) Thomoson Pine Grouo 33 31 13 Fiberglass Pipe (FRI') F�ture Pipe Ind�striee 33 31 13 Fiberglass Pipe (FRI') Supeiiit Boru Sanayi A.S. Model No. Sorav wall eolyureH�ane Coann¢ Scncs 20230 and 2100 (Asnhatic E�nulsion) Arc 791, S 1 HB, S l, S2 5-301 and M-301 RR&C Da�npprooting Noo-Fibcrcd Spay Gradc (Asphatic Emul�ion) Madc to Ordcr- Plastic Madc to Ordcr- Plastic Madc to Ordcr- Plastic LitcSavcr- Stainlcss Stccl TcthcrLok - Stainlcss Siccl ca�n�� sr��i s�au�, M�a�i si Stainlcss Stccl Spaccr, Modd SSI Casing Spaccrs Stainlcss Stccl Casing Spdcer Coatal Stccl Casing Spdccn 4R10 Powcrchock SS-12 Casing Spacei{Stainless S�eel) F�12 Caving Spaccr (Coatcd Carbon Stccl) for Nonsrcvwrc Pipc and Groutcd Caving CSC 12, CSS 12 PcrManufactumnRcquircmcnh (Scwcr Applications OnIY) Super Bcll-Titc Ductilc Irun Pressurc Pipc, American Fastite I'ipe (Bell Spigot) Amcricen Flcx Ring (Rcstrainal Ioint) SewerGard210RS Ertech 2030 and 2100 Series Protecro 401 Arc791,SIHB,SI,S2 S-301 and M-301 National Spec ASTM D639/D790 Acid Rcsistancc Tcst ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWACISO,CI51 AWWACI50,C151 AWWACISO,C751 AWWA CI50, CI51 AWWA CI50, CI51 LA Caunry#210-1.33 ASTM B-I 17 Acid Resistance Test Updated: 6-18-25 Size I I � Sm,ceures Only � Sc�y��nnni��ae�o�ti � Scwcr Ann�,�ti�n, I I For Extcnor Coating ofConcrctc � Sm,ceurc, Only � � For 24" dia. I For 24" dia. I For 24" die. I For 24" dia. I For24"dia l � � � � � Upto4R" I Up to 48" I Up to 4S" I 8" - 12" (Sewer Only) 3" th�u 24" 4^ thru 30" 4" thru 30" D�cnle Iron Pioe Only Sewer Aoohca[ians Sewer AOVlicatians D025LTP02(Camoasite Bady) I I 2" ASTM C76 Class 111 TdcG, SI'L I�em #77 ASTM C 76 ��-,� ASTM C 76 ASTM C76 Palyethylene Palyethylene Palye�hylene I'IM Coro., �iscata Way, NJ. Aooroved Previously Housron, Texas Aooro�'ed I're�'iously Cal¢arv, Canada Aooroved Previously Hobas �ioe Mon-Pieee�ie) Bondsmm�d RPMP Pioe Thamnsan Pioe (Flow[i[e) Fiberstrong FRP Superlrt FRP ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM D32G2, ASTM D3681, ASTM D41GI, AWWA M45 ASTM D32G2, ASTM D3517, ASTM 3754, A W WA C950 * From Original5tandard Products List 2 FORT WORTH� IApproval Spec No. IClasssification � Sewer - Piue/Pa�vmer Piue � 4/14/u5 Poly�nerModiftedConcre�ePioe � 06/09/10 EI-9 RemfarcedPalymerCanaetePioe � � Sewer - Pines/HDPE 33-31-23(1/8/131, I * r+�Qn-ae�s�tynaivernvie�,en�oe � * Hi¢h-densiryoalverhyleneo�oe � * Hi¢h-densnyoalverhyleneo�oe � Hi¢h-densiry oolyethylene o�oe � � Sewer - Piues/PVC (Pressure Sewerl 33-11-12 (4/1/13� I 12/02/II 33-II-12 DR-14PVCPressurePipe I 10/22/14 33-II-12 DR-14PVCPressurePipe � � Sewer - Pines/PVC* 33-31-20 (7/1/131, � * 3331-2U PVCSewerPine � 12/23/97* 3331-20 PVCSewerPine � ' 3331-2U PVCSewerPine � 12/05/23 3331-2U PVCSewerPine � 12/05/23 3331-20 PVCSewerPioe � * 3331-2U PVCSewerP�i e � 05/06/05 3331-20 PVC Solid Wail Pipe � �4��6 3331-20 PVC Sewer Fittings � � 3331-20 PVC Sewer Fimngs � 3/19/2018 33 31 20 PVC Sewer Pine � 3/19/2018 33 31 20 PVC Sewer P�e � 3/29/2019 33 31 20 Gasketed Fittings (PVC) � 10/21/2020 333120 PVCSewerPine � 10/22/2020 33 31 20 PVC Sewer Pine � 10/21/2020 333120 PVCSewerPine � � CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Manufacturer Ami[ech USA US Camoasite Pioe Phillios Dnsconioe, Inc. Plexco Inc. Polly Pioe, Inc. CSR Hvdro Condurc/Pioehne Sysrems �ipclife Jetsneam Rayal Building Praducts Model No. Meyer Polycre[e �ioe Remfaiced PalvmerCancrere Pine Oo��re Ducnle Polyethylene Pioe McConnell Pioe Enlarzement PVC Pressure Pipe Royal Seal PVC Piessuie Pipe J-M Manuf9o[�nn¢ Co., Inc. (JM 2a¢le) Diamond Plasncs Coi�oimtion Lamson Vylon �ioe Vinylcech PVC Pine vinvl�ech PVC Pioe J-M ManuFncturii�,v�Co, Inc. (JM Ea¢le) Diamond Plasncs Corporation Harco PlasncTrends, Ina(WesHake) Pinelife Jet Stream Pinelit'e Jet Stream GPK Piroducts, Inc. NAPCO(Westlake) Sanderson Pine Coro. NAPCO(WesTlake) SDR-26 (PS I I S ) 3DR-26 (P31 I S) SDR-26 (PSI I S) SDR-26 (PS I I S ) Gravity Sewer PS I 15 PS I15 PS I I S SDR-26 (PS I IS) GaskeT Fimn¢s Gasketed PVC Sewer Main FittinQs SDR 26 (PS I I 5) SDR 26 SDR 26 SDR 26 SDR 26 BDRZ6 PB I IS Updated: 6-18-25 National Spec Size ASTM C33, A276, F477 8" [0 102", Claaa V ASTM G76 ASTM D 1248 8" ASTM D 12A8 8" ASTM D 12A8 8" ASTM D 1248 AW WA C900 AW WA C900 ASTM D 3034 ASTM D 3034 ASTM D 3034 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034 ASTM D3034 ASTM D3034 ASTM F-679 4^thiv 12" 4^thiv 12" 4" - I 5" 4" thru 15" 4" thru 15" 4^ thru I S IS" 18" - 28„ I 8" to 48' 4. _ �S, I S"- 24' 4"- I S" 4"- I S" 4" - I S" 4"- I S" 18"-36' * From Original5tandard Products List FORT WORTH� IApproval Spec No. IClasssification � Water - Aooarxnances 33-12-10 f07/Ol/131 � 09/03/24 33-12-10 Double Scran Saddle � 01/IS/IS 33-12-10 Double Stran Saddle � OS/28/02 Double Strao Saddle � 07/23/12 33-12-10 Double Stran Sernce Saddle 03/07/23 33-12-10 Duublc Strap Sc�vicc Saddlc I 70/27/R7 Curb Stons-Ball Mcicr Valvc� 10/27/87 �rb Stoos-Ball Merer Valves � 5/25/2018 33-12-10 Curb Stoos-Ball Meter Valves I5/25/201 R 33-12-10 Curb Stons-Ball Mcicr Valvcs I5/25/201 R 33-12-10 Curb Stons-Ball Mcicr Valvcs � 5/25/2018 33-12-10 Curb Stoos-Ball Merer Valves I5/25/201 R }3-12-10 Curb Stons-Ball Mcicr Valvc� I5/25/201 R }3-12-10 Curb Stons-Ball Mcicr Valvc� � I 01/26/00 Coatnl Tanq�nR Saddlc with Doublc SS Snapv I 0/5/21/12 33-12-25 Tapn�ngSlccvc(CoatcdStml) I 03/29/22 33-12-25 Tapn�n� Slccvc (Coatcd or Stainlcss Stccl) I OS/10/II Tapn�ngSlccvc(StainlcssStccl) I 02/29/12 33-12-25 Tapn�ng Slccvc (Coatcd Stccl) I 02/29/12 33-12-25 Tapn�ngSlccvc(StainlcssStccl) I 02/29/12 33-12-25 Tapn�ngSlccvc(StainlcssStccl) I OS/I0/II JuintRcnairCla�np IPla�tic Mctcr Box w/Compo+itc Lid IPla�tic Mctcr Box w/Compo+itc Lid I OS/30/06 Plavtic Mctcr Box w/Cumpovitc Lid IConcrnc Mncr Box IConcrnc Mncr Box IConcrdc Mdcr Box � � Water - Bolts. Nuts. and Gaskets 33-11-OS (Ol/08/131 � None � 70/01/R7 03/31/RR 09/30/R7 01/12/93 OR/24/RR 09/24/R7 10/14/87 01/75/RR 70/09/R7 09/76/R7 OR/12/16 02/OS/93 OR/OS/04 Water - Combination Air Release 33-31-70 (Ol/08/131 EI-II CombinationAirRcicascValvc EI-I I Combination Air Rcicasc Valvc CI-II CombinationAirRcicascValvc Water - Dry Barrel Fire Hvdrants 33-12-40 (Ol/15/14) &I-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant E-7-12 Dry Barrcl Firc Hydrant &I-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant EI-12 DiyBarielFireHydimnt EI-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant &I-12 Dry Barrd Firc Hydant 33-12-00 Dry Barrd Firc Hydant W ater - Meters EI01-5 DctcctorChcckMncr Maenc[ic Dnvc Vcaical Turbinc CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Manufacturer Ford Meter Box Co., Inc. Romac Smith Blair Mueller Comnany Pow�ncal McDonald McDanald Ford Meter Bax Ca., Inc. Ford Mcicr Box Co., Inc. Ford Mcicr Box Co., Inc. M�ellerCa., Ltd. Mucllcr Co., Ltd. Mucllcr Co., Ltd. Model No. 202B 202NS NVlon Coated #317 Nylon Coated Double Strao Saddle DR2S Double (SS) Stran DI Saddle 3450AS, Incl. Com� Stun, Dbl Stran, Stainlcss 6100M,6100MT & 610MT 4F03B, 4604B, 6100M. 6100TM and 6101 M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL FB600-(.NL, FBI600-C.NL, FV23-666-W- NL, L22-66NL FB600�NL, FBI600�NL, BI I-044-WR- NL, B22444WR-NL, L2R-04NL B-25000N, B-24277N-3, B-2020UN-3, H- ISOOON„ H-1552N, H142276N �25000N, �20200N-3, B-24277N-3,H- I SOOON, H-14276N, H-15525N �25000N, B-20200N-3,H-ISOOON, H- 15530N 1CM Induvhics, Inc. 1CM Induvhics,Inc. 1CM Indu�hics, Inc. Pow�ncal Ro�ne� Ro�ne� Ro�ne� Pou�ncal DFW Pla�tic� Inc. DFW Pla�tic� Inc. DFW Plavticv Inc. Bass & Hays Bass & Hays Bass & Hays d406 Doublc Band SS Soddlc 412 Tanq�nR Slmvc ESS 415 Tanq�nR Slccvc 3490AS (FlanRc) &3490MJ FTS 420 SST Stainlcvv Stccl SST III Stainlcss Stccl 3232 Bcll Juint Rcneir Cla�np DFW37G12-IEPAF FTW DFW39G12-IEPAF FTW DF WGSC-I4-I EPAF FT W CMB37-B I2 I I I R LID-9 CMB-I S-Dual 1416 LID-9 CMB65-B65 1527 LID-9 Updated: 6-18-25 National Spec Size 4W WA C800 AW WA ( 800 NSF ANSI 372 AW WA C800 AW WA CR00 AW WA CR00 AW WA C800, ANSF 61, ANSI/NSF 372 AWWA CR00, ANSF 61, ANSIMSF 372 AWWA CR00, ANSF 61, ANSI/NSF 372 I"-2" SVC, uo �a I6" Pioe I"-2" SVC, uo �a 24" Pioe I"-2" SVC, uo �a 24" Pioe �"-2" SVC, un eo 2a" Pfnc 3/4" and I" I %" and 2" 2" � _ � ,z,� I" Z" I-1 2„ I" I"-2" Tap� on up to 12" AWWAC-223 Unto30"w/12"Out AWWAC-223 ConcrdcPipcOnly 4"-8" and 16" A W WA C-223 U n tu 42" w/24" Out AWWAC-223 Untu24"w/12"Out AWWAC-223 Untu30"w/12"Out 4" to 30" Class "A„ GA Indu�hics, Inc E�npirc Air and Vacumn Valvc, Modcl 935 ASTM A 126 Class B, ASTM A Multiplcx ManufactunnK Co. Crivpin Airand Vacuum Valvcs, Modcl No. ValvcandPnmcrCom. APCO#143C,#145C'and#147C Amcrican-DarlinK Valvc Amcncan DarlinK Valvc Cim� Como�a��o� Amcrican AVK Comnany Cim� Como�a��o� ITT Krnnaly Valvc MBcFI Valvc Co�nnany M�eller Comoany Mucllcr Company U.S. P�nc & Fo��d�y Amcric�n Plow C'ontrol (AF"C) EJ (8ast lordan Iron Wo�k�) Amcs Company Hc�scy DrawinR No�. 90.1 R60R, 94-1 R560 Shon Dawin� No. 94-1 R791 Shon DrawinR No. 0.19R95 Modd 2700 Drawin�s D20435, D20436, B20506 Shon Dawin�No. D-R07R3FW Shon Drawinq No. 13476 Shap Drawings No.6461 A-423 Cennnon Shop Drawing FH-12 A-023 Suncr Crntunon 200 Shop DrawinR No. 960250 Watcrous Paccr WB67 WatcrMasicr SCD250 Modcl 1000 DctcctorChcck Valvc Ma�nctic Drivc Vcrtical �� &z�� I/2" I"&2" �� z�&3" AWWA C-�02 AWWA C-�02 AWWA C-�02 A W WA C-502 AWWA C-�02 AWWA C-�02 AWWA C-�02 A W W A G502 AWWA C-�02 AWWA C-�02 A W WA C-502 AW WA C550 AWWA C701, Cla» I 4" - 10" 3/4" _ 6" * From Original5tandard Products List 4 CITY OF FORT WORTH FORT WORTH� WATER DEPARTMENT STANDARD PRODUCT LIST IApprovall Spec No. IClasssification I Manufacturer I Model No. I National Spec � Water - Piues/PVC fPressure Waterl 33-31-70 (Ol/08/131 IAW WA C900, AW WA C6U5, 12/OS/23 33-I I-12 PVC Pressure Pioe Vinyltech PVC Pioe DRI4 ASTM D1784 IAW WA C900, AW WA C6U5, 12/OS/23 33-II-12 I'VCPressurePioe Vinyl�echl'VCI'ioe DRIS ASTMD1784 IAW WA C900, AW WA C6U5, 09/03/24 33-II-12 I'VCPressurePioe Northernl'ioePiroducrs DRI4 ASTMD1784 IAW WA C900, AW WA C6U5, 09/03/24 33-II-12 PVCI'ressurePioe Northernl'ioePiroduc�s DRIS ASTMD1784 � 3/19/2018 331112 PVCPressurePioe PinelifeJetSneam DRI4 AWWAC900 � 3/19/2018 331112 PVCPressurePioe PinelifeJetSneam DRIS AWWAC900 � 5/25/2018 33 I I 12 PVC Pressure Pioe Diamond Plasncs Coi�oimtion DR 14 AW WA C900 5/25/201R 33 I I 12 PVC Pressurc Pinc Diamond Plastics Comoration DR IR AWWA C900 AW WA C900-16 72/6/201 R 33 I I 12 PVC Pressurc Pipc 7-M Manufactunng Co., Inc d/b/a JM Eaglc DR 14 UL 1285 ANSI/NSF 61 FM 1612 AW WA C900-16 72/6/201 R 33 I I 12 PVC Prc�wrc Pipc 7-M Manufactunng Co., Inc d/b/a 7M Eaglc DR I S UL 1285 ANSI/NSF 61 FM 1612 I 9/6/2019 33 I I 12 PVC Pressure Pipe Underground Solutians Inc. DRI4 Fusible PVC AW WA C9U0 I 9/6/2019 331112 PVCPrcvvurcPipc NAPCO�Wcstlakc) DRIR AWWAC900 I 9/6/2019 331112 PVCPressurePipe NAPCO(Westlake) DRI4 AWWAC9U0 I 9/6/2019 331112 PVCPressurePipe SandersonPipeCorp. DRI4 AWWAC9U0 � � Water - Pioes/Valves & Fittinas/Ductile Iron Fittinas 33-11-ll (Ol/OS/13) I 07/23/92 E1-07 DuctilclronFittings StarPipcProduda,Inc. McchanicelluintFitting� AWWACI53&CI10 I * EI-07 DucilclronFittin�s GriffinPincProducts,Co. McchanicalloiniFittinRn AWWACI70 I * EI-07 Ducilc Iron FittinKs McWenGTylcr Pinc/ [Jnion [Jtiliticn Division Mcchanical Joint Fittings, SSB Class }50 pWµ�p C 153, C I 10, C I I I I OR/I I/9R El-07 Ducilc Iron FittinKs SiKma, Co. Mcchanical Joint Fittiny,rs, SSB Class 357 pWµ�p C 153, C I 10, C I 12 I 02/26/14 EI-07 Ml Fittin�� Accucast Clann 350 C-753 Ml Fittings pW�yp CI53 I OS/14/9R El-07 DuctilclronJointRcshaints FordMctcrBoxCo./Uni-Flan�c Uni-FlangcScrics1400 pW�ypClll/CI53 I OS/14/98 E1-24 PVCJointRc�hainh FordMctcrBoxCo.Nni-FlanKc Uni-FlangcScricsl500Circlo-Lock pW�ypClll/CI53 I 71/09/04 E1-07 Ducilc Iron Joint Rcsh-aints Onc Bolt, Inc. Onc Bolt Rcsirainal Joini Fitting pµ�Wp Cl l l/CI 16/CI53 I 02/29/12 33-I I-I I Ductilc Iron Pipc Mcchaniral Ioint Rcsiraint BBAA Iron, Inc. Mcgalug Scncs I 100 (f r DI Pipc) p�yWp CI I I/CI 16/CI53 I 02/29/12 33-1 I-1 I PVC Pipc Mcchanical loint Rcsiraint EBAA Iron, Inc. Mcgalug Scncs 2000 (f r PVC Pipc) p�yWp CI I I/CI 16/CI53 I OS/OS/04 El-07 McchanicalJointRcteincrGlands(PVC) SiRma,Co. SigmaOno-LokSLC4-SLC10 pWµ�pClll/CI53 I 03/06/19 33-II-II McchanicalJointRctaincrGlands(PVC) Si�ma,Co. Sig�naOno-LokSLCS4-SLCSI2 pWµ�pClll/CI53 I OS/OS/04 E1-07 McchanicalJointRcteincrGlands(PVC) SiKma,Co. SigmaOno-LokSLCE pWWpClll/CI53 I OS/10/98 L1-07 Ml FittinK�(DIP) SiKma, Co. Sigma Ono-Lok SLDE pWWp CI53 10/12/10 [7-24 Intcnor Rctitraincd Joint Svstcm S& 6 Tcchncial Produas 6ulldu5 Sy�tcm ( Diamond Lok 21 & 1M pSTM F-1624 ASTM D395, D412, D471, D573. 04/07/69 Intenor ResnzineAJaint System H�Itec Hydragrip-R D883, D1149, D1229, D1349, D 1414, D 1415, D 1566, F913 OS/16/06 E1-07 Mc�chnnicelJuinlPiuinKs SIPIndu�lncs(Scramporc) Mc�chanicalJuinlPiuinKs pWWpC153 I 11/07/16 33-11-II McchanicalJointRctaincrGlands StarPipcProducis,Inc. PVCStargnpScncs4000 pSTMA536AWWACIII I 11/07/16 33-11-I I Mcchanical Joint Rctaincr Glands Star Pipc Producis, Inc. DIP S[argrip Scrics 3000 pSTM A536 AWWA CI I I EZ Grip Joint Rcsh-aint (EZD) Bleck For DIP 03/19/IS 33-11-11 Mcchanic.�IJointRctaincrGlaods SIPIodu�hics(Scramporc) ASTMA536AWWACIII I 03/19/IS 33-II-II MechanicalJointRetainerGlands SII'Ind�sn'ies(Seizmpoie) EZGnploiniResiraint(EZD)RMfrC900 pSTMA536AWWACIII DRI4 PVC Pipc I 03/19/IS 33-II-II MechanicalJointRetainerGlands SII'Ind�sn'ies(Seizmpoie) EZGriplointResiraint(EZD)RedfrC900 qSTMA536AWWACIII DRIR PVC Pipc I � Updated: 6-18-25 Size � 4"-16' 16"-IS" 4"-16' 16"-I8' 4"-12' 16"-24" 4"-12" 16"-24" 4"-28" IG"-24" 4� _ $. I 6" - 24„ 4"- 12" 4"- 12" 4"-12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4" to 10" 4" to 12" 12" to 24" 4"-24„ 4" to 12" 4' 12„ 4" to 24" 3"-48" 4"-12' 16"-24' * From Original5tandard Products List 5 FORT WORTH� CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST IApproval Spec No. IClasssification I Manufacturer � Water - Pioes/�alves & Fittines/Resilient Seated Gate �alve* 33-12-20 (OS/13/151 IResilient WedQed Gate Valvew/no Gears Amencan Flow Control � 12/13/02 ResilienrWed¢eGareValve AmericanFlowControl � 08/31/99 RuilientWedQeGareValve AmencanFlowControl � 05/18/99 RuilientWedQeGateValve AmencanFlowControl � 10/24/UO EI-26 ResilientWedeeGateValve AmericanFlowControl � 08/05/04 RuilientWedQeGateValve AmencanFlowConnol I OS/23/91 EI-26 ResilientWedReGateValve AmencanAVKComoany I 01/24/02 EI-26 ResilientWedReGateValve AmencanAVKComoany I* EI-26 ResilientSeatedGateValve Kennedy I * EI-26 ResilientSeatedGateValve M&H I* EI-26 ResilientSeatedGateValve MuellerCo. I II/08/99 ResilientWedQeGareValve MuellerCo. � OU23/03 ResilienrWed¢eGareValve MuellerCo. � OS/13/05 ResilientWedQeGateValve MuellerCo. � 01/31/06 ResilientWedQeGateValve MuellerCo. � 01/28/88 EI-26 ResilienrWed¢eGareValve ClowValveCo. � 10/04/94 RuilientWedQeGareValve ClowValveCo. � II/08/99 EI-26 RuiliwtWeAaeGareValve ClowValveCo. � II/29/04 ResihentWed¢eGareValve ClowValveCo. 71/30/12 Rcsilirnt Wn�vFCiatc Valvc Clow Valvc Co. I 05/OR/91 E7-26 Rcsilicnt Scatal Gatc Volvc Srockhain Valvcv & Fittings I * EI-26 Rcsilicnt Scatcd Getc Valvc U.S. Pinc end Foun�ry Co. � 10/26/16 33-12-20 ResilienrSeatedGareValve EJ(EastJordanlronWorks) � �� $ Matco Gate Valve Matco-Noica I � Water - Piues/Valves & Fittines/Rubber Seated Buttert7y Valve 33-12-21 f07/10/141 � * E I 30 R�bber Seated B�tteiflv Valve Henry Pratt Co. � * E 130 R�bber Seated B�tterflv Valve Mueller Co. � I/II/99 EI-30 RubberSeatedB�tterflvValve DemrikValvesCo. � 06/12/03 EI-30 ValmancAmerican B�tterflv Valve valmanc Valve and ManufacmrinQ Coro. � 04/06/07 EI-30 R�bber Seated B�tterflv Valve M&H Valve � 03/19/IS 33 12 21 Rubber Seated B�tterflv Valve G. A. Industries (Golden Anderson) � 09/03/2a 33 1221 Rubber Sea[ed ButterFlv Valve American AVK Comnanv � � Water - Polvethvlene Encasement 33-11-10 f01/08/131 Model No. Series 2500 Drawin¢ ti 94-20247 Series 253U and Senes 2536 Senes 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ducnle Iron) 42" and 48" AFC 2500 American AVK Resilient Seaded GV Seriea A2361 (SD 6647) 0eriea A2460 P� 18"-?A" (0D 6709) Maeller 30" &36"�C-515 M�el ler 42" & 48", C-515 16' RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valvc Modd 2638 MevoEeal 250, reqwremems SPLN74 E] FlowMesmr Getc Velvc & Boxcs 225 MR Valmatic Amencan Butterfly Valve. M&H Sryle 4500 Xc 1450 AW WA C5U4 Butterfly Valve AW WA C504 B�tterfly Valve Clase 250B � 05/12/05 EI-13 PolyethvleneEncasment Flexsol Packa¢ine Fulron Enteivnses � OS/12105 EI-13 Polyethylene Encasment Moun�ain States Plastics (MSP) and AEI' Ind. Standard Hardwaie � 05/12/05 EI-13 Polye[hvleneEncasmen[ AEPlnd�sn�es BullstronRbvCowrownBol[&Gaske[ � 09/06/19 33-II-II PolyethvleneEncasment NoiYhtownPiroducislnc. I'EEncasementforDlP � � Watcr - Samuline Station 03/07/23 331250 WaterSamlin5rntion KupfcrlcFoundrCompnn- H.clipsc,�um6cr88,12-inch�JcprhofR�r NWN�F24 33-FbSB ' .��-�.eo.,�.,s-.�� ,-w..o,-.m-�..�z� IWater - Automatic Flusher IHG6-A-IN-2-BRN-LI'RR(Poixable) 10/21/20 Au�oma�edFlushin¢System M�ellerHydroR�ard HG2-A-IN--2-PVC-018-LPLG(I'ermanent) I 04/09/21 AutomatalFlushingSysicm KupfcrlcFoundryCompany Eclipsc�9R00wc I 04/09/21 Auto�natal Flushing Sysicm Kupfcrlc Foundry Company Eclip�c #9700 (Ponablc) � Updated: 6-18-25 National Spec Size A W W A C515 AW WA C515 AW WA C515 AW WA C515 AW WA C515 A W W A C509 AW WA C515 AW WA C515 AWWAC515 AWWAC515 AWWAC509 AW WA C515 AWWAC515 AWWAC515 AWWA C515 A W WA C 509, ANSI 420 - st�m, AW WA/ANSI CI I S/An21.15 A W WA C-504 A W W A G504 A W W A G504 AW WA G504 A W W A G504 A W W A G504 AWW'A C-iO4 AWWACIUS AWWACI05 AWWACIUS AWWACI05 This product removed Ib" 30" and 36" 20" and 2A" 16" 4"rol2" 42" and 48" 4" ro 12" 2U" and smaller 4" - 12" 4" - 12" 4" - 12„ 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" tu 4R" (Notc 3) 4" - 12„ 3" to 16" 4" to 16' 24„ 24"and smaller 24" and lar¢er Un co 84" diameter 24" to 48' 3U"-54" 24" - 48" & mil LLD & mil LLD 8 mil LLD 8 mil LLD As showm in sncc 33 12 50 The Fon Wor[h Water Depar[menPs Standard Products List has been developed to minimizethe wbmi[[al ieview ofpiroducts which mee[ the For[ Wonh Wa[er DepanmenPs S[andard Specitica[ions duringutiliry cons[ruc[ion prqec[s. When Technical Specifications for specific piroduc�s, aie included as paiYofH�e Cons�rucnon Conn-�ct Doc�menr, the requirements ofthe Technical Specificanon will overnde the Fort Worth Warer Depar[ment's Standard Specificanons and the Fort Worth Water DeparnnenYs Standard Piroducts Listand approval ofthe specific products will be based on therequirements ofthe Technical Specification whether or notthe specificprod�ct meets the Fort WoiYh Water Deparm�ent's Standard Specifications or is on the Fort Worth Water Ycllow Highlight indicatcs rcccnt changcti * From Original5tandard Products List 6 FORT WORTH�� CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT "'�" STANDARD PRODUCTS LIST AS OF 10/31/2025 T !! �ttenHon: �iix Uesigns Ao nor sapecseAe CEN' S eciticaHons ! ...... i . . ......... 1 1 1 1 COncYC[C Class A(S dewalk, ADA Ra s, Driveways, Curb/Gutter,'Vledian Pavement) 9/9/2022 32 13 20 �Iix Des� �mer an Concrete Comnd�Y 30CAF029 3000 n+i 3-5" Slump; 3-6% Air 4/3/2025 32 13 20 Mix Des� B� Town ConcreLe 221 I 3000 psi 3-5" Slump; 3-6% Air 7/16/2025 322 13 20 Mix Des� B�� Town ConcreLe 22113 With 30 % SIaK 3000 psi 3-5" Slmnn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Burnco Texas 30UIOIAG 3000 psi 3-5" Slmnn; 3-6% Air 4/I/2024 32 13 20 Mix Des� Burnco Texas 30USOOBG 3000 psi 3-5" Slmnn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Carder Concrete FWCC502001 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Carder Concrete FWCC502021 3500 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� ChishoLn Tral Recli Mix CI3020AE 3000 ns� 3-5" Slumn; 4.5-7.5% Air 4/2ft/2025 32 13 20 Mix Des� Chisholm Tral Recli Mix CT6020A 3600 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� City Concrete Co��any 30HA20II 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Cow Town Redi M�x 253-W 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Cow Town Redi Mix 250 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Cow Town Redi Mix 350 3000 ns� 3-5" Slumn; 3-6% Air 1/29/2024 32 13 20 Mix Des� Eshada RendY Mix R3050AEWR 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Amrize/ Holc�m 7261 3000 ns� 3-5" Slumn; 3-6% Air 9/23/2024 32 13 20 Mix Des� Amrize/ Holcim 5177 3000 ns� 3-5" Slumn; 3-6% Air 5/R/2025 32 13 20 Mix Des� Amrize/ Holcim 530WA-T7 3000 ns� 3-5" Slumn; 3-6% Air 4/7/2023 32 13 20 Mix Des� Liquid Stone C301D 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des� Martin Marietta R2736274 3000 ns� 3-5" Slumn; 3-6% Air 9/9/2022 32 13 20 Mix Des�gn Martin Marietta R2736074 3000 ns� 3-5" Slumn; 3-6% Air 4/7/2023 32 13 20 Mix Desfgn Martin Marietta R2736M4 3000 psI 3-5" Slump; 3-6% Air 6/7/2023 32 13 20 Mix Desfgn Martin Marietta R2736R20 3000 psI 3-5" Slump; 3-6% Air 6/7/2023 32 13 20 Mix Desfgn Martin Marietta R2736N20 3000 psI 3-5" Slump; 3-6% Air 77/2/2022 32 13 20 Mix Desfgn Martin Marietta R2747K24 4000 psI 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Desfgn Martin Marietta R2736K74 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desfgn Martin Marietta R2737374 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desfgn Martin Marietta R2732274 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desfgn Martin Mazietta D9490SC 3000 psI 3-5" Slump; 4.5-7.5% Air 5/9/2025 32 13 20 Mix Deslgn Mar[in Marietta R2736R74 3000 psI 3-5" Slump; 3-6% Air 70/4/2023 32 13 20 Mix Design NBR Read/v Mfx CLS A-YY 3000 psI 3-5" Slump; 3-6% Air 70/4/2023 32 13 20 Mix Desfgn NBR Reatly Mix CLS A-NY 3000 psI 3-5" Slump; 3-6% Air 7/70/2023 32 13 20 Mix Desfgn Osburn 30ASOMR 3000 psI 3-5" Slump; 3-6% Air 7/78/2023 32 13 20 Mix Desfgn Rapid Redi Mix RRM5020A 3000 psI 3-5" Slump; 3-6% Air 7/24/2023 32 73 20 Mix Design Rapid Redi Mix RRM5525A 3W0 psI 3-5" Slump; 3-6% Air 70/24/2024 32 13 20 Mix Desfgn SRM Concrete 30R50 Wi[h 20% Fly Ash 3000 psI 3-5" Slump; 3-6% Air 70/24/2024 32 13 20 Mix Desfgn SRM Concrete 30350 3000 psI 3-5" Slump; 3-6% Air 70/18/2024 32 13 20 Mix Design SRM Concrete 30050 Wi[h 20% Fly Ash 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete CP5020A 3000 psI 3-5" Slump; 3-6% Air 70/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5525A2 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desi�n Titan Ready Mix 3020AE 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tme Grit Redi MIx 0250230 3000 psI 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tme Grit Redi MIx 02502301 3000 psI 3-5" Slump; 3-6% Air Class CIP (Inlets, Manholes, Junction Boxes, Encasement, Blocldng, Collars, (Spread Footing Pedestal Pole Foundations (Reference Detail 34 41 10-D605A) 9/9/2022 32 L3 L3 Mix Des�i American Concrete Company 40CNF065 4000y s� 3-5" Slump; 0.3% Air 9/9/2022 32 L3 L3 Mix Des�i Durnco Texas 40U500[3G 4006y s� 3-5" Slump; 3-6% Air 4/28/2025 32 L3 20 Mix Des�i Chisholm Trail Redi M�x CT6020A 3606y s� 3-5" Slump; 3-6% Air 4/28/2025 32 L3 20 Mix Des�i Chisholm Trail Redi M�x CTFW5520A 360by s� 3-5" Slump; 3-6% Air 4/28/2025 32 L3 20 Mix Des�i Chisholm Trail Redi M�x CTFW6020A 4006�s� 3-5" Slump; 3-6% Air A/4/2025 32 L3 20 Mix Des� Chisholm Trail Recli Mix CTFW5020A f 3000 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 355 3000psi 3-5" Slump; 3-6% Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 27U 5000 ps� 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 37U 5000psi 3-5" Slump; 3-6% Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 353 3000psi 3-5" Slump; 3-6% Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Cow Town Redi Mix 357 3W0psi 3-5" Slump; 3-6% Air 5/7/2025 32 L3 L3 Mix Des� Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6 % Air 2/7/2025 32 L3 L3 Mix Des� Amrize/ Holcim 17UI 4000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 L3 L3 Mix Des� Amrize/ Holcim I551 3000 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 L3 L3 Mix Des� Amrize/ Holcim 54U9 4000 psi 3-5" Slump; 3-6 % Air 8/14/2025 32 L3 L3 Mix Des� Amrize/ Holcim 54UWA-Tl With 20% FLy Ash and 30% Slag 4000,ps� 3-5" Slmnp; 3-6% Air 4/27/2023 32 L3 L3 Mix Des� Liquid Stone C36LDNFA 3600,ps� 3-5" Slmnp; 3-6% Air 9/9/2022 32 L3 L3 Mix Des� Martin Marietta R2141230 4000 ps� 3-5" Slmnp; 3-6 % Air 8/4/2023 32 13 13 Mix Des� Martin Marietta R2141 R24 4000 psi 3-5" Slmnn; 3-6% Air I I/20/2023 32 13 13 Mix Des�Kn Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air I I/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air '.-"�' � CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/31/2025 ...crr con�rere (cr,n�tnue.� 9/9/2022 32 13 13 Mix Des�n Me�tiu Manetta R2142233 9/9/2022 32 13 13 Mix Des�n Me�tiu Manetta R2136224 9/9/2022 32 13 13 Mix Des�n Me�tiu Manetta R2141233 9/9/2022 32 13 13 Mix Des�n Me�tiu Manetta R2146038 10/2A/2024 32 13 13 Mfx Des� Me�tf� Manetta R2146K34 5/5/2025 32 13 13 Mfx Des�Kn Me�tf� Manetta R2146R35 5/5/2025 33 13 13 Mfx Design Mertf� Manetta R2746K35 5/5/2025 33 13 13 Mfx Design Mertf� Manetta R2746N33 9/12/2023 32 13 13 Mfx Design NBR Ready Mix CLS PI-YY 9/9/2022 32 13 73 Mix Design NBR Ready Mix TX C-YY 9/9/2022 32 13 13 Mix Design NBR ReadY Mix TX C-NY 1/lR/2023 32 13 13 Mix Design Ram�1 Red� Mix RRM5320A 1/lR/2023 32 13 13 Mix Design Ram�1 Redi Mix RRM6020ASS 10/24/2024 32 13 13 Mix Design SRM Concrete 40350 10/24/2024 32 13 13 Mix Design SRM Concrete 40R50 9/16/2024 32 13 13 Mix Design SRM Concrete 35050 4/2ft/2025 32 13 13 Mix Design SRM Concrete 36R50 9/9/2022 321313 MfxDesign Terra�tCo�c�ete FW5320A 10/10/2022 321313 MixDesign TarrantConcrete TCFW6025A2 Class C(Drilled Shaf't for Trafiic Sjgpal Pole Foundations Reference Detail 31 41 10-D605) 9/9/2022 32 13 13 Mix Dcsign Bumco Tcxas 36USOOBG 6/21/2023 32 13 13 Mix Dcs�gn Cow Town Rcd� Mix 360.DS 10/30/2024 32 13 13 Mix Dcs�gn 8shada Rcady Mix R36575A8WR 9/II/2025 321313 MixDcs�gn GonzalczBrothcrs P6020LA 12/5/2022 32 13 13 Mix Dcs�gn Amrizd Ilolcim 1822 9/9/2022 32 13 13 Mix Dcs�gn Amrizd Ilolcim 1859 4/7/2023 32 13 13 Mix Dcs�gn Liquid Smnc C361DIIR 6/27/2023 32 13 13 Mix Dcs�gn Martin Manctta U2 L46N41 6/27/2023 32 13 13 Mix Dcs�gn Martin Marictta U2 L46K45 5/9/2025 2 13 13 Mix Dcs�gn Martin Marictta U2 L46R41 8/221202A 32 13 13 Mix Dcs�gn NBR Rcady M�x 135K2524 8/22/202A 32 13 13 Mix Dcs�gn NBR Rcady M�x 135K0524 Class C(Headwalls, WinQ walls, Culverts) 9/9/2022 32 13 13 Mix Dcs�gi Cardcr Conorctc FWCC602001 9/9/2022 32 13 73 Mlx Des�n Clry Conc�ete ComPany 40GA207 I 9/9/2022 32 13 13 Mix Desfy�n Cow Town Redi M�x 260-2 9/9/2022 32 13 13 Mix Desi�nn Cow Town Redi Mix 360-1 9/9/2022 32 13 13 Mix Desi�nn Cow Town Redi Mix 260-1 8/71/2025 32 13 13 Mix Desi�nn Cow Town Redi Mix 275 Wi[h 20% Fly Ash 8/71/2025 32 13 13 Mix Desi�nn Cow Town Redi Mix 375 7/29/2024 32 13 13 Mix Desi�nn Estrada Ready Mix R3655AEWR 9/9/2022 32 13 13 Mix Desi�nn GCH Concrete Suvices GCH4000 4/7/2023 32 13 13 Mix Desi�nn Martin Marietta 310LBP 8/30/2023 321313 MixDesi�nn MartinMarietta R2747R30 9/9/2022 32 13 13 Mix Desi�nn Martin Marietta R2746035 9/9/2022 32 13 13 Mix Desi�n SRM Concrete 40050 9/9/2022 32 13 13 Mix Desi�n SRM Concrete 35022 Wi[h 20% Fly Ash 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 Class P (Machine Placed Pavin ) 4/3/2025 32 13 13 Mix Desi�nn B��own Concrete 451 I 4/3/2025 32 13 13 Mix Design Big Town Concrete 441 I 6/30/2025 32 L3 L3 Mix Design Big Town Concrete 521 I Wi[h 20% Fly Ash 6/30/2025 30 L3 L3 Mix Desi�nn Big Town Concrete 521 l3 Wi[h 30% Slag 6/30/2025 30 L3 L3 Mix Desipn Big Town Concrete 531 l 9/30/2025 30 L3 L3 Mix Desiyn Bucnco Texas 40U553BG Wi[h 20% Fly Ash 9/9/2022 32 L3 L3 Mix Desipn Cnrder Concrete FWCC552091 9/9/2022 32 L3 L3 Mix Desipn Cnrder Concrete FWCC602091 9/9/2022 32 L3 L3 Mix Desipn Ciry Concrete Compa�ry 36LA201 l 9/9/2022 33 L3 L3 Mix Desipn Cow Town Redi Mix 257-M 1 UL4/2022 32 L3 L3 Mix Desipn Cow Town Redi Mix 357-M 9/9/2022 32 L3 L3 Mix Desipn Cow Town Redi Mix 260-M 9/9/2022 32 L3 L3 Mix Desipn Cow Town Redi Mix 360-M 2/6/2024 32 L3 L3 Mix Desip,tn 8shnda ReadXMix TD3655A8WR 5/20/2025 32 L3 L3 Mix Desi�nn Gilco Conteacting Inc 36MP 1643 6/20/2025 32 L3 L3 Mix Desi�n Gilco Conteacting Inc 36MP L629 7/29/2025 32 L3 L3 Mix Design Gilco Conteacting Inc 36MPL655 Wi[h 20% Fly Ash 7/29/2025 32 13 13 Mix Design 611co Contrnoting Ino 36M21670 5/l2/2025 32 13 13 IvHx Design Amri�e/ Holdm 7703 70/3/2025 32 13 13 Mix Design Amrize/ Holcim 5405 Wi[h 20% FLy Ash 8/4/2023 32 13 13 Mix Design Mnrtin Manetta Q2747 R27 7 U2/2022 32 13 13 Mix Design Mnrtin Marietta Q2747 K30 � 3600 psi 3600 psi 3600 psi 4500 ptii 4000 Ptii 4000 Ptii 4000 nsi 4000 nsi 4000 nsi 3000 nsi 3000 nsi 3000 nsi 4000 nsi 4000 nsi 4000 nsi 3500 psi 3600 nsi 3000 nsi 4000 nsi 3600 psi 3600 ps� 3600 ps� 3600 ps� 3600 ps� 4000 ps� 3600 ps� 3600 ps� 3600 ps� 3600 ps� 3600 ps� 3600 ps� 4000 ps� 4000 psi 3600 psI 3600 psi 3600 psi 5000 psi 5000 psi 3600 psi 4000 psi 3600 psi 4000 psi 4000 psi 4000 psi 3600 psi 4000 psi 3600 psi 3600 psi 4000 psi 4000 psi 4000 psi 4000 psi 3600 psi 4000 psi 3600 psi 3600 psi 3600 psi 4000 psi 4000 psi 3600 psi 3600 psi 3600 psi 3600 psi 3600 Usi 4000 Usi 4000 Usi 4000 Usi 4000 Usi 3-5" Slumn; 4.SJ.5% Air 3-5" Slmnn; 3-6% Air 3-5" Slmnn; 3-6% Air 3-5" Slmnn; 3-6% Air 3-5" Slmnn; 3-6% Air 3-5" Slmnn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slumn; 3-6% Air 3-5" Slumn; 3-6% Air 5.5-75" Slump; 3-6% Air 55-7.5" Slump; 3-6% Air 55-7.5" Slump; 3-6% Air 55-7.5" Slump; 3-6% Air 55-7.5" Slump; 0-3% Air 55-7.5" Slump; 3-6% Air 55-7.5" Slump; 3-6% Air 5-7" Slump; 3-6% Air 5-7" Slump; 3-6% Air 5-7" Slump; 3-6% Air 55" Slump; 3-6% A�c 55" Slump; 3-6% A�c 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 46" Slump:3-6% Air 46" Slump:3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 4-7% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 13" Slump; 3-6% Aic 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/31/2025 ...c1a.�.� r con�rere (cr,nhnue.� 5/5/2025 32 13 13 Mix Design Mnrtin Manetta 70/4/2023 32 13 13 Mix Design NBR Ready Mix 70/4/2023 32 13 13 Mix Design NBR Ready Mix 70/24/2024 32 13 13 Mix Design SRM Concrete 70/24/2024 32 13 13 Mix Design SRM Concrete 9/76/2024 32 13 13 Mix Design SRM Concrete 70/18/2024 32 13 13 Mix Design SRM Concrete 6/5/2025 32 13 13 Mix Dcsign SRM Concrctc �/21/2025 32 13 13 M1x Dcsign OINAOO�A 7/91/2025 39 13 13 M1x Dcsign OINAOO�A 9/9/2022 32 13 13 Mix Dcsign Tarrant Concrctc 9/9/2022 32 13 13 Mix Dcsign Tmc Grit Rcdi Mix 9/9/2022 32 13 13 Mix Dcsign Tmc Grit Rcdi Mix 6/17/2025 32 13 13 Mix Dcsign Tmc Grit Rcdi Mix 6/23/2025 32 13 13 Mix Dcsign Truc Grit Rcdi Mix Class H(Hand Placed Paving. Valley Gutter) 9/9/2022 32 73 13 Mfx Des�n Amencen Co�c�ete Compa�y 5/2/2023 32 13 13 Mix Des�n B� D Concrete 4/3/2025 32 13 13 Mix Des�n B�Towo Concrete 4/3/2025 32 13 13 Mix Des�n B�Towo Concrete 4/5/2025 32 13 13 Mix Des�n B� Towo Concrete 7/76/2025 32 73 73 Mlx Des�gn Big Town Concreta 9/9/2022 32 13 73 Mix Desfgn Burnco Texas 9/30/2025 33 13 73 Mix Desfgn Burnco Texas 9/9/2022 32 13 13 Mix Desfgn Carder Concrete 4/28/2025 32 13 13 Mix Desfgn Chisholm Trail Redi Mfx 9/9/2022 32 13 13 Mix Desfgn Ciry Concrete ComPany 9/9/2022 32 73 73 Mix Desfgn Cow Town Redi M�x 9/9/2022 32 73 73 Mix Desfgn Cow Town Redi Mix 7/29/2024 32 13 13 Mix Desfgn Estrada Ready Mix 9/9/2022 32 13 13 Mix Desfgn GCH Concrete Suvfces 5/20/2025 32 73 73 Mix Desfgn Gilco Contracting Inc 6/20/2025 32 73 73 Mix Desfgn Gilco Contracting Inc 7/29/2025 32 13 13 Mix Design Gilco Cont�acting Inc 70/4/2024 32 13 13 Mix Desfgn Amrize/ Holcim 9/9/2022 32 13 73 Mix Desfgn Amrize/ Holcim 5/8/2025 32 13 73 Mix Desfgn Amrize/ Hocim 4/5/2025 32 13 13 Mix Design Liquid Stone 71/2/2022 32 13 13 Mix Design Martin Marietta 8/4/2023 32 13 13 Mix Design Martin Marietta 71/2/2022 32 13 13 Mix Design Martin Marietta 5/22/2023 32 13 13 Mix Design Martin Marietta 72/22/2023 32 13 13 Mix Design Martin Marietta 72/22/2023 32 13 13 Mix Design Martin Marietta 7 UIS/2022 32 13 13 Mix Design Martin Marietta 7 UIS/2022 32 13 13 Mix Design Martin Marietta 9/9/2022 32 13 13 Mix Design Martin Marietta 9/9/2022 32 13 13 Mix Design Martin Marietta 9/9/2022 32 13 13 Mix Design Martin Marietta 9/9/2022 32 13 13 Mix Design Martin Marietta 9/9/2022 32 13 13 Mix Design Martin Marietta 6/3/2025 32 13 13 Mix Design Martin Marietta ]0/4/2023 32 L3 L3 Mix Desiep NBR Ready Mix ]0/4/2023 32 L3 L3 Mix Design NBR Ready Mix 7/]0/2023 32 L3 L3 Mix Design Osburn 1/24/2023 32 L3 L3 Mix Design Rnpid Redi Mix 2/7/2025 32 L3 L3 Mix Design SRM Concrete 9/9/2022 32 L3 L3 Mix Design SRM Concrete 5/23/2025 32 L3 L3 Mix Desien SRM Concrete ]0/24/2024 32 L3 L3 Mix Design SRM Concrete ]0/24/2024 32 L3 L3 Mix Design SRM Concrete ]0/L8/2024 32 L3 L3 Mix Design SRM Concrete �/2U2025 32 L3 L3 Mix Desigp HINAOO�A 7/2U2025 32 L3 L3 Mix Design SINACOLA 9/9/2022 32 L3 L3 Mix Design Tarrant Concrete 9/9/2022 32 L3 L3 Mix Design Tarrant Concrete 9/9/2022 32 L3 L3 Mix Design Tnrrant Concrete 9/9/2022 32 13 13 Mix Design Titan Rendy Mix 9/9/2022 32 13 13 Mix Design Tme Grit Redi Mix 9/9/2022 32 13 13 Mix Design Tme Grit Redi Mix 9/9/2022 32 13 13 Mix Design Tme Grit Redi Mix 6/72/2025 32 13 13 Mix Design Tme Grit Redi Mix 6/23/2025 32 13 13 Mix Design Tme Grit Redi Mix 70/9/2024 32 13 13 Mix Design Wildcatter Q2747N27 TX C SF-W TX C SF-NY 40068 40825 40025 35023 4032R 240 L I-0OOOMP 20 % 240L I-0OOOMP Shaight Ccmcnt FW5520AMP 0255.2301 02602302 460230M 360230M 45CAF076 CM14520AE 6271 6371 6077 62713 45USOOBG 45U100AG FWCCfi02027 CTFWfi520A 45NA20Ii 2fi5 3fi5 R45fi0AHWR/ GCH4500 45HP1643 45HP1629 45HP1670 5507 7851 545WA-Tl C451D R2746N35 R2746R36 R2746N36 R2746K37 R2746R44 R2746K44 R2746P36 R2746K36 R2747241 R2746236 R2746036 R2746242 R2746042 R2746K43 CLS P2-YY CLS P2-NY 45A60MR RRM6320AHP 45023 45000 45300 45350 45R50 45050 Z4011-4500dP 20% 24011-4500HP Straight Cement FW6020AHP FW60AHP TCFW6020AHP TRC4520 02602301 02652301 27Q230 465.230H 365.230H 4520A] With20% FlyAsh With20% FlyAsh Wich 30% Slag With20% FlyAsh With20% FlyAsh Wi[h30% Slag � 4000 Usi 3600 Usi 3600 Usi 4000 Usi 4000 Usi 4000 Usi 3600 Usi 4000 psi 4000 psi 4000 Usi 3600 Usi 3600 psi 4000 psi 4000 Usi 4000 Usi asoa �s� 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4000 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 psi 4500 Usi 4500 Usi 4500 Usi 4500 Usi 4500 Usi 4500 Usi 4500 Usi 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 13" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3.Sfi.5% Air 1-3" Slump; 3.Sfi.5% Air 1-3" Slump; 3-6% Air 1-3" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 46% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 4.5-7.5% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3S" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 35-6.5% Air 3-5" Slump; 3-6% Air 3-5" Slump: 3-6% Aic 3-5" Slump: 3-6% Aic 3-5" Slump; 3-6% Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/31/2025 Class HES (High Early Strength Paving) 9/9/2022 32 13 13 �Vlix Design Big D Concrete 74500AE 9/9/2022 32 13 13 Mix Design C�ow 7'own Redi Mix 370-1 NC� 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 9/9/2022 32 13 13 Mix Design Oow 7'own Redi Mix 370-NC l/l 8/2023 32 13 13 IvHx Design Cow Town Redi Mix 380-NC 7/29/2024 32 13 13 Mix Design 6�shnda Randy Mix 4575A830 9/9/2022 32 13 13 M1x Dcsign Amri�d Holclm 2 L25 1/24/2023 321313 M1xDcsign Liquid8tonc C�451DHR�1 4/7/2023 32 13 13 Mix Dcsign Martin Marictta R2161K70 2/10/2023 32 13 13 M1x Dcsign 6RM Concrctc 503 LO 2/7/2025 32 13 13 Mix Dcsign SRM Concrctc 40326 9/9/2022 32 13 13 Mix Dcsign Tarrant Concrctc FW6520AMR 9/9/2022 32 13 13 Mix Dcsign Tarrant Concrctc FW7520AMR Class S(Brid,,�e Slabs, Top Slabs of Direct Traffic Culverts A� proach Slabs) 9/9/2022 32 13 13 Mix Dcsign Cow Town RcAi Mix 260 9/9/2022 32 13 13 M1x Dcsign Cow Town RcAi blix 360 9/9/2022 32 13 13 Mix Dcsign Cow Town RcAi Mix 365-STX 1/29/202R 32 13 13 Mix Dcsign Eshada Rcady Mix R4060AEWR 5/3/2023 32 13 13 Mix Dcsign Martin Marictta M7842344 4/1/2023 32 13 13 Mix Dcsign Martin Marictta R2146P33 8/18/2025 32 13 13 Mix Dcsign Martin Marictta 6LOLBT 4/I S/202A 32 13 13 Mix Dcs�gn NBR Rcady M�x TX S-NY 4/I S/202A 32 13 13 Mix Dcs�gn NBR Rcady M�x TX S-W 4/5/2025 32 13 13 Mix Dcs�gn SRM Conarctc 40850 4/5/2025 32 13 13 Mix Dcs�gn SRM Concrctc 40350 5/5/2023 32 13 13 Mix Dcs�gn SRM Concrctc DI00008553CB Concrete Base Trench Repair 4/7 /2023 03 34 16 Mix Design Burnco Texas 10YH50BF 9/9/2022 03 34 16 Mix Desfgn Burnco Texas 08Y450BA 033741h MixDesfgn MartinMarietta YN870007 Controlled Low Strength Material (Flowable Fill) 2/7/2025 03 34 13 Mix Dcs�gn Burnw Tcxas OLY690BF 5/19/2025 033413 MixDcs�gn BurnwTcxas OLZ180AF 9/9/2022 03 34 13 Mix Dcs�gn Cardcr Conorctc FWCC359101 9/9/2022 03 34 13 Mix Dcs�gn Cardcr Conorctc FWFF237501 8/4/2025 0334L3 MixDes�gn ChisholmTrailRedfM�x CTISOFF 9/9/2022 03 34 L3 Mix Des�g�i City Conarete Company I I-350-FF 9/9/2022 03 34 L3 Mix Des��,m Cow Town Red� Mix 9 9/9/2025 03 34 L3 Mix Des��,m Cow Town Red� Mix 10 5/1212025 03 34 L3 Mix Des��,m Amrize/ Holcim 374L 8/4/2025 03 34 L3 Mix Des��,m Amrize/ Holcim 901 8/14/2025 03 34 L3 Mix Des��,m Amrize/ Holcim 904 9/1 U2025 03 34 L3 Mix Des��,m Martin Marietla FLOW25A 10/4/2023 03 34 L3 Mix Des��,m NBR Ready M�x FTW FLOW FILL 2/7/2025 03 34 L3 Mix Des��,m SRM Concrete 910 9/9/2022 0334L3 MixDes�g�i 7arrantConorei.e FWFFISOCLBM Concrete RiP Ra� 4/7/2023 37 37 00 Mix Design Martin Marietta R2747030 4/7/2023 �373700 �MixDesign �MartinMarietta �R2746033 9/9/2022 9/9/2022 9/9/2022 Si 1 i2024 9/9/2022 9/9/2022 4 4i2025 12/5/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 4i 1 i2024 9/9/2022 9/9/2022 9/9/2022 9/9/2022 4/7/2023 10/16/2025 10/16/2025 Asphalt Paving 32 �i L6 Mix�esign 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 33 L2 L6 Mix Desien 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design 32 L2 L6 Mix Design Detectable Warning Surface 32 13 20 DWS - Pavers 32 13 20 DWS - Pevers 32 13 20 DWS - Comn�}ite 32 13 20 DWS - Comn�}ite 32 13 20 DWS - Pevers 32 13 20 DWS - Pevers 32 13 20 DWS - Pevers Austin Asphalt Austin Asphalt Austin Asphalt Reynolds Asphalt Reynolds Asphalt Reynolds Asphalt Reynolds Asphalt Sunmount Paving Sunmount Paving TXBIT TXBIT TXBIT TXBIT TXBIT Pine Hall Brick (Winston Salein, NC) Wutern B�ick Co. (Housloq TX) ADA Solutions (WilminKton, MA) ADA Solutions (WilminKton, MA) EQUALTILH EQUALTILH Wrth20% FlyAsh FT5B1 L7965 FT5B117965 PG64-22 Type B Fine Base FT1B739965 FTIB739965PG64-22TypeBFineBase FT1B717.2 FTIB7171PG64-22TypeBFineBase 340-DG-B P 340-DG-B PG64-22 Type B Base Course 1112B 1 l 12B PG64-22 Type B Fine Base 1612B 1612B PG64-22 Type B Fine Base 2315B 2315B PG64-22 TyUe B Fine Base 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 341-BRAP6422ERG 341-BRAP6422E2G PG64-22 Type B Fine Base 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 211305 (1757) 211305 (1757) PG64-22 TyUe B Fine Base 64-224125-18 PG 64-224125-18 PG70-22 TyUe D Fine Surface 344 MAGSP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fme Su�Eace Tactile Pavers Detectable Warnin� Pavers Armor Tile Herita�e Briok CIP Comn��site Paver Detectable Warnin� Pavers EqualTile Brick Pattern Wet-Set Renlaceable EquelTile Cast-In-Place Repincenble 4500 Usi 4500 Usi 5000 Usi 4500 Usi 4500 Usi 4500 psi / 3000 psi (� 3 days 5000 Usi 4500 psi 6000 psi / 3000 psi (�J 24hr. 5000 Usi 4500 psi / 3000 psi (� 3 days 4500 psi / 3000 psi (� 3 days 4500 psi / 3000 psi (� 3 days 4000 Usi 4000 psi 4000 psi 4000 Usi 4000 Usi 4000 Usi 4000 psi 4000 ps� 4000 ps� 4000 ps� 4000 ps� 4000 ps� 1000 psi R00 psi �so ns� 100 psi 100 psi 50-I50 psi 50-I50 psi 50-I50 psi 50-I50 psi 70 psi Mm 50 psi 100 psi 100 psi I50 psi I50 psi I50 psi I50 psi 50-I50 psi 4000 psi 4000 psi 3S" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3S" Slump; 3-6% Air 3S" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 46" Slump; 3-6% Air 3-5" Slump; 4.5-ZS% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air Flowable; 8.5-I I.5% Afr 5-7" Slump; 3-6% Air 8-12" Slump; 5-10% Air Flowablc; 95-I IS% A�c Flowablc; 95-I I S% A�c 3-5" Slump; 8-12% A�c Flowablc; 85-I IS% A�c Flowable; 7-9.0% A�c Flowable; 8-12% A�c 7-9" Slump; 8-I I% A�c Min 9" Slump; 10-20 % A�c Flowable; 120.24.0% Air 9-1I" Slump; 10-30% A�c 9-1I" Slump; 10-30% A�c 8"-12" Slump; 10% Air 7-10" Slump; 8-12% Air Flowable; 8-12% A�c Flowable; 8-12% A�c 3-5" Slump; 3-6% Air 3-5" Slump; 3-6% Air � FORT WORTH�� CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT "'�" STANDARD PRODUCTS LIST AS OF 10/31/2025 T !! Attention: �iix Uesi��ns Ao not sa ersede CI�N' S ecitications !! ...... ' ........ 1 1 i Silicone Joint Sealant 9'9� 2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant 9'9� 2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant 9'9� 2022 32 13 73 Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Crnfco RondSaver Silicone RoadSaver Silicone - Cold ApplieA, Single Componeut, Silicone Join[ SealanC Utiti� Trench Embedment Sand 9/9/2022 33 OS I EmbcAmcnt Sand Silvcr Crcck Matcrials Utiliry Embcdmcnt Sand 9/9/2022 33 OS 10 EmbcAmcnt Sand Crouch Matcrials Utiliry Embcdmcnt Sand 9!9�'2022 33 OS 10 Embcdmcn[ Sand F and L Dirt Movcrs U[ility Embcdmcnt Sand 9!9�'2022 33 OS 10 Embcdmcn[ Sand F and L Dirt Movcrs U[ility Embcdmcnt Sand 9/9/2022 33 OS 10 EmbcAmcnt Sand Tin Top Mnrtin Macictla Utiliry Embcdmcnt Sand Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-OS-13 9/28/2018 33 OS 13 Manhulc I'ramcs end Covcr•, AccuCan� ((;ovind Smcl Coinpany, LTD) MHRC u220605 VIHRC #220605 (Sizc- `*24" Dia.) 9/28/2018 330513 ManholcCovcr NccnahFoundry NF-7274T91 NF-1274-T91(Sizc-32"Dia.) 9/28/2018 33 OS 13 Manholc Framcs and Cov� Nccnah Foundry NF-7743-LM (Hingnl) NF-1743-LM (Hingcd) (Sizc- 32" Dia.) 9/28/2018 33 OS 13 Manholc Framc Nccnah Foundry NF-7930-30 NF-1930-30 (Sizc- 3225" DiaJ 9/28/2018 33 OS 13 Manholc Framcs and Cov� Nccnah Foundry R-7743-HV R-1743-HV (Sizc-32" Dia.) 4/3/2019 33 OS 13 Manholc Framcs and Cov� SIP Industrics ++ 2279ST 2279ST (Sizc- 24" DiaJ 4/3/2019 33 OS 13 Manholc Framcs and Cov� SIP Indushics ++ 22ROST 2280ST (Sizc- 32" DiaJ 10/8/2020 33 OS 13 Manholc Framcs and Cov� EJ ( Formnlly East Jordon Iron Works) E71033 Z2/A EJI033 Z2/A (Sizc- 3225" Dia.) 3/8/2024 33 OS 13 Curb Inlct Covas SIP Indush�cs ++ 2296T 2296T (Siu- ***2A" Dia.) 6/18/202A 33 OS 13 Curb Inlct Covas SIP Indush�cs ++ 2279STN 2279STN (Sizc - 2R" Dia.) "Nnte: Al/ new Aeveloprnent a��d ��ew ir�s[a/[atinn n�ar�ho[e /ids.vhal[ neeet the miniireum 30-inch opening requirement as speci/Ied ii� Ci[�� Specifica[ion 33 0513. Any.vnea[ler opening.siyev wi/1 nn/y be ol/owed fnr existing n�ai�hole.vlha[ reqnire rep[aceireentf}ames ond cnvers. ioisizozo 10/8/2020 10/8/2020 10/8/2020 10/8/2020 10/8/2020 10/8/2020 10/8/2020 10/8/2020 10/8/2020 3LI9/20?l 3/�9/202� 3/�9/202� 3/�9/202� 3/�9/202� 3/�9/202� 3LI9/20?l 3LI9/20J1 1 3/�9/202� 3LI9/20?l 3LI9/20?l 3/�9/202� 3/�9/202� 3/�9/202� 3/l9/2021 3/l9/2021 3/l9/2021 3/l9/2021 3/l9/2021 3/l9/2021 3/l9/2021 A/28/2023 A/28/2023 A/28/2023 A/28/2023 A/28/2023 xi2aizo� xiasizoza xiasizo� Storm Sewer - Inlet & Structures 33-OS-13 33 49 20 Curb Inlcr. Fontcrra 33 49 20 Curb Inlcts Fmitcrra 33 49 20 Curb Inlcts Fmitcrra 33 49 20 Curb Inlcts Fmitcrra 33 39 20 Manholc Fmitcrra 33 39 20 Manholc Fmitcrra 33 39 20 Manholc Fmitcrra 33 39 20 Manholc Fmitcrra 33 39 20 Manholc Fmitcrra 33 39 20 Manhole Fmuerra 33 49 20 Curb inlels Thompsmi P�e Group 33 49 20 Curb inlels Thompsmi P�e Group 33 49 20 Curb inlels Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompsmi P�e Group 33 39 20 Manhole Thompson P�e Group 33 39 20 Manhole Thompson P�e Group 33 39 20 Manhole Thompson P�e Group 33 39 20 Manhole Thompson P�e Group 33 49 20 Drop Inlet Thompson P�e Group 33 49 20 Drop Inlet Thompson P�e Group 33 49 20 Drop Inlet Thompson P�pe Group 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Manhole Oldcastle 33 49 LO Menhole Rinker Materiale FRT-IOx3-405-PRECAST** (Sizc- 10' X 3') FRT-IOx3-406-PRECAST** (Sizc- 10' X 3') FRT-IOx4.5-407-PRBCAST** (Sizc- 10' X 45') FRT-IOx4.5-420-PRBCAST** (Sizc- 10' X 45') FRT-4X4-409-PRBCAST-TOP (S�zc- 4' X 4') FRT-4X4-409-PRBCAST-BASE (S�u- 4' X 4') FRT-SXS-410-PRBCAST-TOP (S�zc- 5' X 5') FRT-SXS-410-PRBCAST-BASE (S�u- 5' X 5') FRT-6X6-41 LPRBCAST-TOP (S�zc- 6' X 6') FRT-6X6-41 LPRECAST-BASE (S�ze- 6' X 6') mra-�ox�-aos-PR� T l�.�T" (s;�e- io� x a� rrc-isx3-aos-Pf�P� T l�'�T`* (s,�e- is� x a�� TPG-20X3-405-�R8 "� l�LE ** (Size - 20' X 7') i'PG-4X4-409-PRECA T"IOP Size - 4' X 4'1 TPG-4X4-409-PRECAST 6AS6 �Size - 4' X d' TPG-4X4-412-PRECAST 4F'I RISER (Size-�' X 4� T24-SXS-410-2R8CA87"IOe (BPme - 5' X 5'� 'PPa-SXS-410-PR8(lAH7' 6A9Fv {Bfine - 5' X 5'} TPG-SXS-412-PRECAST 5-F'I RISER (Size- 5' X 5') T24-6X6-41 L2R8CABm 70Q Lg��e - 6' X 6'� T24-6X6-41 L2R8CABm 6A9Fv {Bime - 6' X 6'1 TPG-6X6-412-PRECAST 6-F'I RISER (Size- 6� X 6') TPG-7X7-41 I-PRECAST'IOP (Size - 7' X 7'� TPG-7X7-411-PRECAST6AS6 r\Size-7'X7'1 TPG-7X7-412-PRGCAST 4F'I RISCR (Size- 7' X 7') TPG-8X8-41 I-PRGCAST'IOP (Size - 8' X 8'� TPG-8X8-41 I-PRGCAST BASG Size - 8' X 8'l TPG-8X8-412-PRGCAST 5-F'I R�CR (Size- 8' X 8') TPG-4X4-4U8-PRGCAST INLG'I (Size- 4' X 4'� TPG-SXS-4U8-PRGCAST INLG'I (Size- 5' X 5� TPG-6X6-4U8-PRGCAST INLG'I (Size- 6 X 6') Precast 4' x 4' Stacked Manhole (Size - 4' X 4'l Precast S x 8' Storm Junction Box Size - S X 8') Precast 4' x 4' Storm Junction Box Size - 4' X 4�) Precast S x 5' Storm Junction Box �Size - S X 5�) Precast 6 x 6' Storm Junction Box (Size - 6 X(i'� Precast 8' x 8' Storm Junction Box Base r1Size - 8� X 8'� Precast S x 8' Storm Junction Box Baee (Size - S X 8') Rein{orced 48" Diameter Spread FootinR Manhole (Size- 4' X 4') ASTM DSR93 ASTM D5893 ASTM D5893 ASTM D5893 ASTM C33 ASTM C33 ASTM C33 ASTM C33 ASTM C33 ASTM A4R AASHTO M306 ASTM A48AASHTO M306 ASTM A48AASHTO M306 ASTM A48AASHTO M306 ASTM A48AASHTO M306 ASTM A48AASHTO M306 ASTM A48AASHTO M306 ASTM A536 AASHTO M306 AS'IM A48 AASIITO M306 AS'IM A48 AASIITO M306 ASTM C913 AS7 M C913 AS'IM C913 AS'IM C913 AS'IM C913 AS'IM C913 AS'IM C913 AS'IM C913 AS'IM C913 AS IM C913 ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIMGIS ASIM(IS ASIM(IS ASIM(IS ASIM(IS ASIM(IS ASIM(IS ASIM(IS ASIM C478 ASIM C478 ASIM C478 ASIM C478 ASIM C478 ASIM C478 ASTM C47R ASTM C433 � CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/31/2025 ....Stnrm Sewer-In[et & Shuctures Continues 8/28/2023 33 39 20 Curb Inlat 10'x 3' Riser Thompeon Pipe 6roup Inlat Riea� (9iza - 3 FT) 8/28/2023 33 39 20 Curb Inlat 15 'x 3' Riser Thompeon Pipe 6roup Inlat Riea� (9iza - 3 FT) 8/28/2023 33 39 20 Curb Inlat 20' x 3' Riser Thompeon Pipe 6roup Inlet Rise� (9iza - 3 FT) 7/72/2024 33 49 20 DroU ��let AmeriTex Pipe &Products Dcop Inlet (4' X 4') 7/72/2024 33 49 20 DroU ��let AmeriTex Pipe &Products Dcop Inlet (5' X 5') 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Produc[s Precas[ 4'x4' S[ocm Junction Box 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Produc[s Precas[ 5'x5' S[ocm Junction Box 1/19/202R 33 49 20 Manholc AmcriTcx Pipc &Products 5' Peccast Transition MH (4' MH on thc top of 5' JB) 1/19/202R 33 49 20 Manholc AmcriTcx Pipc &Products Prccast 6'xb' Storm Junction Box 1/19/202R 33 49 20 Manholc AmcriTcx Pipc &Products 6' Peccast Transition MH (4' MH on thc top of 6' JB) 1/19/202R 33 49 20 Manholc AmcriTcx Pipc &Products Prccast 8'x8' Storm Junction Box 1/19/202R 33 49 20 Manholc AmcriTcx Pipc &Products 8' Peccast Transition MH (4' MH on thc top of 8' JB) 1/19/202R 33 49 20 Manhulc AmcrfTcx Pipc &Producn Typc C Storm Drain Mnnholc on Box (4' MH on thc top of RCB) 7/16/2024 33 49 20 Curb Inlcrs AmcrfTcx Pipc &Producn IOx3 Prccast*` (Sizc 10' x 3� 7/16/2024 33 49 20 Cucb Inlata AmeuTax Clpa &Producta 15x3 P�ecast*� (Size I S' x 3') **Note: Pre-cas� inlen rsre erpproved for the siage [ portion ufthe s(n�cture (basin) orcty. Slage ll pmtion of�lee smuclure are required to be �ast inp/are. No erceptiorcs to Ihis requirenren� s/ra/! be a/(owed. Storm Sewer - Pipes 8L Boxes 33-OS-13 4/9/2021 33 41 13 Srorm Drain Pipcs Advancnl Draineec Sysicros, Ina (ADS) 8/28/2023 33 41 10 Storm Drain Pipcs Rinkcr Matcrials 8/28/2023 33 41 10 Cnlvcrt Box Rinkcr Matcrials 10/12/2023 33 41 10 Storm Drain Pipcs AmcriTcx Pipc &Prodacta 10/12/2023 34 41 10 Culvcrt Box AmcriTcx Pipc &Products 10/18/2023 35 41 10 Storm Drain Pipcs Thc'I'umcr Co. 10/18/2023 33 41 10 Culvcrc Bnx Thc'I'umcr Co. 4/12/202A 33 41 10 Storm Drain Pipcs Thompsmi Pipc Group 6/25/202A 33 41 10 C�Ivcrt Box Oldcastic 6/25/202A 33 41 10 6mcm Dcaln Flpes OldcaeHa ADS HP Storm Polyproovlcnc (PP) Pioc (Sizc - 12" - 60") Rciufocccd Concrctc PipcTong�c and Groovc Jomt Pipc (Sizc-21" oc lacgcr) Rcinfocccd Conactc Box Culvcrt (Su- Various) Rcinfocccd Concrctc Pipc"I'on,Guc and Groovc Jomt Pipc* (Sizc- I S" or Iar,Gcr) Rcinfocwd Concrctc Box Culvcct (s�u- Vario�s)) Rcinfocwd Concrctc Pipc"I'onguc and Groovc Jomt Pipc* (Sizo- I S" or Iar,Gcr) Rcinfocwd Concrctc Box Culvcrt (a�u- Vario�s) Rcinfocwd Concrctc Pipc"I'on,G�c and Groovc Jomt Pipc* (Sizc Ve�ious) Rcinfocwd Concrctc Box Culvcct Rcinfocwd Concrctc Pipc"I'on,G�c and Groovc Jomt Pipc* (Sizc Ve�ious) Revision Comments Q-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (43-2025) Bigtoum Concrete updated Mix ID's (4-5-2025) 03 34 73 CLSM specftication ASTM C913-L6 ASTM C913-L6 ASTM C913-L6 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 AS7M C913 ASTM F2RR7 & AASHTO M330 ASTM C76, C655 ASTM C789, C850 AS'IM C76, C506 AS'IM C 1433,C I577 AS'IM C76, C506 ASTM C7433,C1577 AS'IM C76, C506 AS'IM C 1433,C I577 AS'IM C76, C506 �