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Home My WebLink About063941-PM1 - Construction-Related - Contract - Quail Valley Devco V, LLC and Moss Utilities, LLCFORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Walsh Ranch -Quail Valley-Planning Area 5D-(PA5D) IPRC Record No. IPRC24-0141 City Project No: 105511 FID No. 30114-0200431-105511-E07685 File No. W-3086 Mattie Parker Mayor X File No. X-28277 Jesus "Jay" Chapa City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth June 2025 1HUl1T HZJZOLlARS 500 W. 7th Street, Suite 300 Fort Worth, Texas 76102-4728 Phone: (817) 335-3000 Fax: (817) 335-1025 CSC No. 63941-PM1 Section 1 - Contract Including Water, Sewer, Paving, and Storm Drainage 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nn�� T�.,:�„�,,,� �„ u:,a,ao,.� nnvv-�� T�'l�tYu��,.�., �„ u;aao,,., BA-�-98 '�'� 00 42 43 Proposal Form Unit Price nn�� nn nc i i �;aao..� n..o,.,,,,i;�;,.,,�;,.�� r 00 45 12 Prequalification Statement nnnc i� u;aao,-n.-o,,,,.,i;�;,..,�;,.� n��i;,..,�;,.� �� 00 45 26 Contractor Compliance with Workers' Compensation Law 99-�5-4g na;,,,,,-;�., u„�;,,o�� +o.-..,-;�o r-,,,,i 00 52 43 Agreement 00 61 25 Certificate of Insurance 00 62 13 Performance Bond 00 62 14 Payment Bond 00 62 19 Maintenance Bond gA-�gg r-�oro...,i r,.�a:�;,,�., gA-�gg c,,....io,,.or�.,,.., r�„ra;�:,,r., 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects Division O1 - General Requirements � O1 11 00 Summary of Work � O1 25 00 Substitution Procedures � O1 31 19 Preconstruction Meeting Ini�o n,-,.:o,.� rRoo�;r,�� Ol 32 33 Preconstruction Video � O1 33 00 Submittals � O1 35 13 Special Project Procedures � O1 45 23 Testing and Inspection Services � O1 50 00 Temporary Facilities and Controls � Ol 55 26 Street Use Permit and Modifications to Traffic Control � O1 57 13 Storm Water Pollution Prevention Plan � O1 60 00 Product Requirements � O1 66 00 Product Storage and Handling Requirements � Ol 70 00 Mobilization and Remobilization � Ol 71 23 Construction Staking � O1 74 23 Cleaning � O1 77 19 Closeout Requirements Ini�� n�o,-.,+;,,r „ra na.,;r�or.,r,.o r�.,+., Ini�o n,-,.;o,.. vo,.,,,-a r�,,,.,,,Y,or�� Last Revised n� i��n n� i��n nn in�T OS/22/2019 nn ino �� nn in�T 09/O 1 /2015 n� ino °_-.�-��o 04/02/2014 nQi�o i� 06/16/2016 07/O 1 /2011 O1/31/2012 O1/31/2012 O1/31/2012 , , �,�� n� in�� O1/10/2013 Last Revised 12/20/2012 08/30/2013 08/30/2013 07/O 1 /2011 08/30/2013 08/30/2013 08/30/2013 03/20/2020 07/O 1 /2011 07/O 1 /2011 07/O1 /2011 03/20/2020 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 nn in�i��T nn ino �� CITY OF FORT WORTH Walsh Ranch-Quail Valley-Planning Area SD-(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existin� Conditions Im�� coio,..;..o c;�o r�o,Y.,,i;�;,,r Im�T rr�;t:k,no,�.,,.,.,tini.,,�a„�...o�� Im�-^�� n,,.,:r,. no..,,,. .,i Division 03 - Concrete � 9�39-gg �.,�� T� D,.,,.o r„�,...o�o In�� „��,.,,iioa r,,,., e�,.o�,.��, r�r.,�o..;,,i ir�r cr�r� In��o r�„r,...o�o u.,.,o ra.,�o..:,,i �,- rr,-o�Zl �r�� 9�g8-gg r,r,.a:�:,.,,�:,,r� �„ �.,:��;�,. r„r,...o�a Ft..ruva: � Division 26 - Electrical � �Frg�gg r,,,v.w,,,r �x�,,,-i. no.,,,i�� .. �io,.�,-;,.,,i I��o r�o.,.,.i;�;,.� � ,- �io,.�,-;,..,i c.,��o,�.� I�� v,,,.o..,,,.,� „ra u,,.,o� � ,- �ioot.°ioal �'i,,�� I�ti�� TT��d �uot�°�a D.,,.o,:,.,.,� �,. �,o,.�,.:,..,, �..,,.ow.� Division 31 - Earthwork z i i n nn c;�o rio.,,-:r,� �o �� i �� i � rrr,.i.,��;f;oa �.,,..,.,.,�;,.� �o �, �� ,�o ��,�mm�s z i �c nn �,-„�;,.� .,ra coa;.,.or� r,.�+,-,.i �o � ,�-.-�v-vo �ie�}s � ,�� Division 32 - Exterior Improvements z��T ��^�v�J�1.t Da:-in�i� �''�o �'1c�i�ralt I�r�in�i� �� ni �n �„�,...o�o n,,.,;�,. no�,,;.. �� „ �� o..;,.�o,�.,�o r,.,,...,o., �� >> �� r; o-r,-o.,+oa R.,�o r,,,,,-�o� '27�� (''o,ti,o.�r T,-o.,ro,] R.,�o r',,,,,-�o� ��T �au� Troaro,a c,.,� c�„�..:,,,o.. ��o � ��,�,,,� D.,. ,�,. �� , � �� n.,,.t,.,i+ n,,.,:r,. r...,,.i� co„i„�+� �� l� L r„r,...o�o n.,. : ��o r,,,,,..-o�o c;ao.=�,'�i�, �PI`�:'.,,,.,� .,ra u.,,-,-;o,- �,-oo n.,,�,,.� �''�� xir� Joint� �''�' ^-'�o ��k L�rtitjLt ��g �� r�„r,...o�o r,,,-�. .,ra r_„�+o..., .,ra ��.,iio., r_„��o,-� Z 7 1'7 7'2 D.,..o,v,o.�,r T R.,,-L;,-..'� �� '27 1'7 7G (`,,,-1. A.a.a,-o�� D.,;,�,�;.,... �� ;� �,�.,;,, �o�,.o� „r,a �.,�o� Date Modi�ed NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE CITY OF FORT WORTH Walsh Ranch-Quail Valley-Planning Area SD-(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 I��o �x�:,.o �o�,.o� „�,a r�.,�o� I�� i �r� �x�,,,,a �or,.o., .,ra r_.,�o� I Z'l�� !''.,,�...,-o+o Do�.,;,�.;.�,.. \xl.,ll� C—a�t ln P�� Iz�� rr„��,.:i ni.,,.o.., r� „r� Pini�hin,. „�n.,..i,..,,,..� I�� u.,a,-„ ra„i,.t�;�,. cooa;,,,� ra c„aa;�,. , �" I�� T,.00� „�a c�,,..,,�� Division 33 - Utilities I��o co..,o,- .,ra ra„��.,.io rro��;�,. 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TT�;i;�;o� � �� ,,,�� ,.r„�� .,�,a �„�,�� , , I��o ,-,,,,.�:�o T..,.� D:..o I� , , , , ,-,,,,.�:io T..,.� �:��:�,.., Izz�z n„i....;�.,i r�.i,,,-;ao in��C� Il�,v,�a� Pi}�„ I ?� 11 1? �o Pr�,1,"�lr��'� �x-„z=�rpp�cc��«'c�c�'iicCRo,-�c I�� i 1 i.� �,,..;o,a c�oot n;,.o „�,a �;�.;�,.,, I� i i lc n..o c+..o.,.,oa r„�,.,-o+o r.,i;rao.. n:..o I zz�o �x�.,�,-��, 1 in,�i ��k I��= r .,,-,�o �x�„+o.- rao+o.-� I��o vo�;i;or. co.,�oa �.,�o ��.,i.,o I�� i �� n�x��x� n n„�.�.o.. co„�oa u„��o,.�., ��„i.,o� I� i � �c r�„rro,.�:,,r �„ �.,:.,�;�,. �x�.,�o.. ��r.,;�., I��o E�:m,�l�ti„r n:,- ��.,i..o n � .,.i.i;o� �,- n„�.,i.io �x�.,�o,- c.,��o,..� I� ��no �;,-o� � ��-'�o �cr E;�� "-��o ��ar� Di,.,., ,.��.,i.,o �4o�a��,'�;: � �, , � � n� ir�rnn� ✓� �u� 0 Cl 15 � L.'� �� NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE CITY OF FORT WORTH Walsh Ranch—Quail Valley—Planning Area SD—(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 I�� ;i.o..,.t.,�� no;�F ..,.oa n;,.o �,. �,.,,.,;�., E;enit�.",�� I�� i lc u:,.t, r�or�;�., n,.i.,o+i,.,ioro �ur�n�� n:,.o �,� �a�tit�."��€�€� IZZ�o D.,1....;.�,..1 !''L,1.,,-;ao /D[7!''l !_'.-.,..;r.. 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Co,�,or D;,,.o/!''„l.,o,.�� I�� i i i u:,.t, r�or�;�., n,.�.,o+t,.,loro �ur�n�� n:,.o �.. ctG��'�li�i�t Izz�z no:r� ..,.oa n„i..o�i.ioro �fl'P� Pi}�� T ��or� ��rr� I��i rr,.o�,.t�,-.,..,;�� I��o r,,.,� ;r D�.,,.o r,r.,r�,�ova:� �i�� Izz�no r,,,-i. .,ra r,,-„� T�io+� v � ��o �on�rt'Jt�air��o uo.,a..,,,n� „ra �xr,�,...,.,n� Division 34 - Transportation Izn�o rr,-.,��;,. c;,.�„1� ��n n i i n n i n. � n �„�.;,, o+ �v-r rr��C��A �ir�errcrczmrcrcc I 2 � ^�vz r�rt�tiE�3ii�eli+c��r�'6ii�i'vpccizicucivn �n ni in n� n� �7,, � ero��; �-�rzvv� rr��tYirireli�—�6r�F'6`ci�'2-opcGYiicu�i6n �n�T rr.-.,��:,. c:,.�.,i., �;,��c��i;, IZ �� D o.�..,..;,� ,. T,-., 4'4; .. C;."� .,1 � �?/I 'I 1 15 ��ular Ita�a �''��'�;��- T��r � �^�o �o�tm�a:� �;,,�..;a� � �^�-^�o �eaaru:r,-Tll�i��;,,r n.,�ow,�.i:o., I�n n�� n..�o,-;.,� r�r� v,,.,a,,,.,., ✓aY�i�i: � Izn n�� ,-oo,,,.,., r�r� n,,.,a..,.,., �a171i�i:� � � ^ ^�� c�ei2tial UT'�� I��1nii2air � � � ^�-^�o �Slurr�inu� Fi�n� I�n�� r.-.,��:,. r„��..,,i NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE CITY OF FORT WORTH Walsh Ranch—Quail Valley—Planning Area SD—(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Speci�cations listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httn:Ufortworthtexas.�ov/tuw/contractors/ or Division 02 - Existin� Conditions Im�� eoio,.�;.,o e;�o r�o...,.i;�;,,� � 02 41 14 Utility Removal/Abandonment � 02 41 15 Paving Removal Division 03 - Concrete � 9��A-99 �a�.t L� Lll�� 03 34 13 Controlled Low Strength Material (CLSM) Inz�o r�„r,.,-o�o R.,�o rR.,�o,-;.,i �,- rr,-or,.i, no�.,;,- � g�g�-gg ra^a;�;,.^+;^r� �o �ri�i.i�or:�ro� E'�.�u.,�s Division 26 - Electrical I7��0 !''.,.,..�..,,� �x7,,,-1� Do�„1�� 4:,,- Rlo,.�,-;,..,1 I7��0 llo,�.,,l;r;,,,, 4;,,- T71o,.�,-;,..,1 c..�ro,v.� I�ti�� n,,,.o,:,,,.,� „�a u,,.,o� �,. �io,.�..;,.,,i c.,��o,..,, I�� TT�ao.-,.,-,,,,ra r,,,,.+� .,�a v.,,.o., ., ��.- �io,....:,..,i c...,+o.�,., I��o r,,,,...,,,r;,..,�;,,r� r�„i�: T,,,,.+ r„ra,,;� Division 31 - Earthwork I�,�o e:�o �� I�i�o TT�,.i.,.,.,;�;oa �.,,.,,.,.,�:,,r �??:,l?�? � � �'�o �•rr.ti�.%��s � 31 25 00 Erosion and Sediment Control � �'�o �s�s � 31 37 00 Riprap Division 32 - Exterior Improvements I ��-�v i rT ��'1� fil^.��t �Z/PYl� I�'1�4Q To.v,...,...,.-., n.,,.L,.,lr D.,.,:,�.. D o...,:.. IZ'l�-s-o i c� (''.,,-...,-o�o D.,..;,-..' D o,�..,:,- I'27�� 'lo�,;l.lo R.,�o !'',,,,,-�o� � 32 11 29 Lime Treated Base Courses � �� r�o,v.or�-r..o.,�oa u.,�o r,,,,.-�o� IZ7�T T: ,;a T.-o.,�o,l C,,;1 C�.,l.;l;�o,- � � ��o ��l.t�'a�. � I�� n ��,,,i� v.,..;r,� r�,-,,,.i, co.,i.,,,�� 32 13 13 Concrete Paving � 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps IZ'l�� !-'.,,-...,-o�o D.,..;,-..' T.,;,-.� Co.,l.,,-.�� o �Ol L%it I�z � � ��. ,� �„�,.�o�o �,,,.,� ��a �-„��o�� a ��„o., �„�.o,.� � 32 17 23 Pavement Markings Last Revised 12/20/2012 12/20/2012 02/02/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11 /22/2013 I 2�2��2� I Z 12/20/2012 07/O 1 /2011 02/26/2016 12/20/2012 O1/28/2013 O 1 /28/2013 O 1 /28/2013 12/20/2012 12/20/2012 12/20/2012 12�2��2� I Z I2�2��2� IZ 12�2��2 � I Z I 2�2��2� I Z 12/20/2012 12/20/2012 Og�21�2�15 12/20/2012 12/20/2012 12/20/2012 06/OS/2018 I2�2��2� IZ izizoizolz 10/OS/2016 11 /22/2013 CITY OF FORT WORTH Walsh Ranch—Quail Valley—Planning Area SD—(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 �''�� tr�7d�lr000 Il��ting �� i i � r�..,;r �or,.o., „�a �.,�o� �� z� �i �ti �x�;..o �or,.o� .,�a r_.,�o� �o �� x�,,,,a �or,.o� .,ra r�„�o� �� C—�st in Il�,� r,.�,.,-o�o vo+.,;�;,,,� �x�.,n� �� -r,,,.�,,;i n�,,,.o ,,� .,�d Pini�'�i�,. ,.�n,,..�,,.,.,.,� �� m i� u.,a..,, ��„i,.�.:r,. cooa;r,. �a c„aa:r,. �� , , ^ z�� 'r..00� „ra ci.n,i,� Division 33 - Utilities � 33 O1 30 Sewer and Manhole Testing � 33 O1 31 Closed Circuit Television (CCTV) Inspection IZZ�o R.....,�� D,,,v,..;,-..T ..�F�,;�r;,-... 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C...,+o.�, I��v �2T:S�7�"1�11"� �x7.,�o,- Co.-.,;..o� I'2'2�0 (`lo.,,,;,�,.' .,,�..] A....o.-.r.,,�.�o To��;,�... .,4'\xl.,ro.- T�.,;,�,� I��o r�io„�;�,. ,.� eo.. o,. r�r,,;�� 33 OS 10 Utility Trench Excavation, Embedment, and Backfill � 33 OS 12 Water Line Lowering I� �� ,�cvv,�,- , r.�� r„�-cr�cii�viz I � � n�� ,��a��a�e�,�esr�€ zz nc in C�A�, In�tC, ��„i.,o �,,..o� „r,a n��o.. c�,..,,.+,,..o� �,. �TO�T y� IZZ�o iryi+r.i.vo4o �,�%n4ov �%n..�4�, � 33 OS 17 Concrete Collars � � �� z Tur�r�l T rm�e � 33 OS 22 Steel Casing Pipe I � �� d '_T'ti►y��l�� 33 OS 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate � 33 OS 26 Utility Markers/Locators � 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 ll 12 Polyvinyl Chloride (PVC) Pressure Pipe �� i i i� � n:..o u.,.. �x�,-,,,.,.oa c�ooi r.,i;�ao,- rr....o �� iC�e��6�acci—rrrcrppccr-csccc�zy-ciixaci�c I'�2 1 1 1� R,,,-;o.�l C�ool D;..o .,,-.a T7;rr;,�...� � 33 12 10 Water Services 1-inch to 2-inch I33 1� 11 T., o�x�.,�o,- rao�o,-� � 33 12 20 Resilient Seated Gate Valve I��T n�a��x�n n„�.�.o.. co.,�oa �„��o.-�.. ��.,i.,o., � 33 12 25 Connection to Existing Water Mains � 33 12 30 Combination Air Valve Assemblies for Potable Water Systems � 33 12 40 Fire Hydrants � � ��-'�o �or � z�� C�� 33 12 60 Standard B1ow-off Va1ve Assembly 11 /04/2013 12/20/2012 12/20/2012 12/20/2012 06/OS/2018 12/20/2012 12/20/2012 12/20/2012 12/20/2012 03/03/2016 12�2��2 � I Z I 2�2��2� I Z 12�2��2� I Z I2�2��2� IZ �%�� 1 �Z � 11 02/06/2013 12/20/2012 12/12/2016 12/20/2012 � 1 �22�2 � 16 O 1 /22/2016 12/20/2012 12�ZO�GO 12 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11/16/2018 12�2��2� I Z I2�2��2� IZ 02/14/2017 12/20/2012 12/20/2012 12/20/2012 02/06/2013 12/20/2012 O1/03/2014 12/20/2012 06/19/2013 CITY OF FORT WORTH Walsh Ranch-Quail Valley-Planning Area SD-(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 � ��z �,,,.o,a :r ni,,,.o n;,.o rrTnn� I�� Y�lLJ�/ n� r� ..,.oa n;..o �.- r_...,. ;�., c„�:�.,..., co., o I�� i� u:,��, r�or�;+., n„i..o�i...ioro i�r�n�� ,- c„r;+.,..., co., o � 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe v„i.,.,;,,..i r�i.i,..-;ao iv��r� r�i,.�oa n.-„�;io �,-.,.,;+., c„�:�.,..., co.:.o,- �? ?' � � I ��z c.,r,•�P�r S�� T,�� I� � � � c.,r;�.,,-., co..,o,- n;�o ��i.,..,.o.,.or. � 33 31 50 Sanitary Sewer Service Connections and Service Line I��v �0�'12�%`l�r;,,� n;,. ��„l.,o �,. e.,�;�,,..�, co.. o,. �,,..,,o r�r.,;�� 33 39 10 Cast-in-Place Concrete Manholes � 33 39 20 Precast Concrete Manholes Izz�o �;i.o,-,�i.,�� r�.,r�.,,io� I��no �x�.,�.o.:..,�o,- n,.,.o�� r�i..,,Y.�.o,- i�a� n r�� 33 39 60 Epoxy Liners for Sanitary Sewer Structures � 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts I�� i i i u:,��, r�or�;+., n„i..o�i...ioro iLT�D�) Dip� ��5�,�� T�2�i.n � 33 'I1 1� no;r� ,-,.oa �„i.,o��.ioro �F1.:P.��) Pi�, I� e„�.� �� nti ni ei,.��o,a c� � Ts-Tv-vT �GY:Il rA�l`lPNt1 � � ��i �o'� �-a��r � 33 49 10 Cast-in-Place Manholes and Junction Boxes � 33 49 20 Curb and Drop Inlets � 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation �n n i i n rr.-.,��;,. c;,�,,,,i� �o �n ni inni n� � n �„��,.,,iio,.�„�.;�o� �� t-�E13�e� � n �� tt-�c��e�*�,�r�l�r EUo: ��-�n �n ni in n� n+ � c �v� rr�� rir��6r�F'64rrcvpv � icu�i6ix ./ I I 1 1 1 �2T:S�7 �"�1"j T.-., 4'F:.. C:.T,-, .,1 � �n n, , � no,Y.,,.,;�,. -r,-„��;,. c;,.r.,i� �� ?/I 'I1 li �ee�gu�� I�.�� P'l,�ing-�eace� �n n i i ti noao��,-;.,r u..�.,-;a c;,..,.,i �o �n�o �'ZLLG��:;,,� n�.,o,�.�.i:o., zn n�� arial TT� ��"�� T�ar.��i.r� �n n�� ,-oo.:..,., r �r� v,,.,a.�..,., :�.ef�1TR<"�P� �^ ''�� tial �� P_�� T��r�i��roo 34 41 30 Aluminum Signs zn n i cn c;r,.io rR„ao �;i.o,- n�+;,. r.,i.io �o �n�� r.-„��;,. r,.�+,-,.i 12/20/2012 12/20/2012 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 04/26/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 07/O 1 /2011 12/20/2012 11/13/2015 12/20/2012 07/O 1 /2011 07/O 1 /2011 12/20/2012 12/20/2012 07/O1/2011 10/12/2015 12/18/2015 02/2012 �1�2012 11 /22/2013 12/20/2012 11 /22/2013 11 /22/2013 12/20/2012 06/15/2015 06/15/2015 06/15/2015 11/12/2013 02/26/2016 11 /22/2013 CITY OF FORT WORTH Walsh Ranch-Quail Valley-Planning Area SD-(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix F�-4. J 1 �'1-laila�lity ^�� GC-4.02 Subsurface and Physical Conditions C�-4911 �Z�sao..,...,,,,�a �,,,.:�;�:o., F�-4.9� I-��ra,,,,� ��.,:,-,.�..,or�.,i r-�„ra;+;,,r .,+ c;.o F�-Fr.9E.J '� � � �:r�a� �'i1��i-se-Eo��r�� `x�,,,.o v.,�o, a= = � P,�.�.,-.:�� .,.-,.a TT�;I:�;o� F�-E.�'I 1`ia�soriminati� GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Walsh Ranch—Quail Valley—Planning Area SD—(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Pagc 1 013 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM ��I� ' ' ��=31�� PA5D Bidder's Application Project Item Information I Bidlist Item I No. � � � � Z � 3 � 4 � 5 � 6 � � � $ � 9 � 10 � 11 � 12 � 13 � 14 � 15 � 16 � 17 � 18 � 19 � 20 � Description UNIT I: WATER IMPROVEMEP+TS 0241.1118 4"-12" Pressure Plug 02 41 14 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 3305.0109 Trench Safety 33 05 10 3305.1103 20" Casing By Other Than Open Cut 33 05 22 3305.2002 8" Water Carrier Pipe 33 05 24 3311.0161 6" PVC Water Pipe 33 11 12 3311.0251 8" DIP Water 33 11 10 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 3311.0261 8" PVC Water Pipe 33 11 12 3312.0001 Fire Hydrant 33 12 40 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 3312.2003 1" Water Service 33 12 10 3312.3002 6" Gate Valve 33 12 20 3312.3003 8" Gate Valve 33 12 20 3312.0002 Water Sampling Station 33 12 50 Specification Unit of Section No. Measure B�d Quantity EA TON LF LF LF LF LF LF LF EA EA EA EA EA EA 4.0 6.1 12,117.0 90.0 90.0 629.0 130.0 190.0 11,078.0 10.0 4.0 222.0 4.0 35.0 4.0 TOTAL UNIT I: WATER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $1,150.00 $4,320.00 $1.00 $286.00 $43.50 $35.00 $156.00 $167.00 $43.50 $6,400.00 $3,410.00 $1,400.00 $1,960.00 $2,790.00 $3,710.00 $4,600.00 $26,352.00 $12,117.00 $25,740.00 $3,915.00 $22,015.00 $20,280.00 $31,730.00 $481,893.00 $64,000.00 $13,640.00 $310,800.00 $7,840.00 $97,650.00 $14,840.00 $1,137,412.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECTFTCAT�ON DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn V ersion Mt�y 22, 2019 WR-9U_00 42 43_Bid Proposal_Revised Sigied SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM ��I� ' ' ��=31�� Project Item Information 00 42 43 DAP - BID PROPOSAL Pagc 2 0l 3 PA5D Bidder's Application Bidder's Proposal �BidlistItem� � Specification � Unitof � Descnpuon Bid Quantity No. Section No. Measure � UNIT II: SANITARY SEWER IMPROVEMENTS I 1 3301.0002 Post-CCTV Inspection 33 01 31 LF 12,663.0 I 2 3301.0101 Manhole Vacuum Testinq 33 01 30 EA 92.0 I 3 3305.0109 Trench Safetv 33 05 10 LF 12,663.0 I 4 3331.3101 4" Sewer Service 33 31 50 EA 262.0 I 33 11 10, 5 3331.4115 8" Sewer Pipe 33 31 12, LF 33 31 20 11,100.0 I 33 11 10, 6 3331.4116 8" Sewer Pipe, CSS Backfill 33 31 12, LF 33 31 20 478.0 � 7 3331.4119 8" DIP Sewer 33 11 10, LF 661.0 I 8 3331.4120 8" DIP Sewer Pipe, CSS Backfill 33 11 10, LF 101.0 I 3331.4201 10" Sewer Pipe 33 11 10, 9 33 31 12, LF 33 31 20 91.0 I 3331.4202 10" Sewer Pipe, CSS Backfill 33 11 10, 10 33 31 12, LF 33 31 20 20.0 � 11 3331.4205 10" DIP Sewer 33 11 10 LF 136.0 � 12 3305.3002 8" Sewer Carrier Pipe 33 05 24 LF 76.0 � 13 3305.1003 20" Casing Bv Open Cut 33 05 22 LF 76.0 � 14 3339.0001 EpoxV Manhole Liner 33 39 60 VF 403.0 I 15 3339.1001 4' Manhole 33 39 10, EA 33 39 20 88.0 I �6 3339.1002 4' Drop Manhole 33 39 10, EA 33 39 20 4.0 I �� 3339.1003 4' Extra Depth Manhole 33 39 10, VF 33 39 20 367.1 � 18 � 19 � 20 It��rt1�U�I��IF[y_1�1�/_1;aly��9�:�h�d9:Z�P/��'�I��i� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECTFTCAT�ON DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn V ersion Mt�y 22, 2019 Unit Price I Bid Value $3.50 $44,320.50 $3.50 $322.00 $1.00 $12,663.00 $1,860.00 $487,320.00 $79.00 $876,900.00 $193.50 $92,493.00 $107.00 $70,727.00 $193.50 $19,543.50 $79.50 $7,234.50 $274.25 $5,485.00 $143.50 $19,516.00 $78.00 $5,928.00 $276.00 $20,976.00 $355.00 $143,065.00 $8,300.00 $730,400.00 $14,900.00 $59,600.00 $550.00 $201,905.00 $2,798,398.50 WR-9U_00 42 43_Bid Proposal_Revised Sigied 00 42 43 DAP - BID PROPOSAL Pagc 3 0l 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM ��I� ' ' ��=31�� Project Item Information I Bidlist Item I No. � � � � Z � 3 � 4 � 5 � 6 � � � $ � 9 � 10 � 11 � 12 � 13 � 14 � 15 � 16 � 17 � 18 � 19 � 20 � 21 � 22 � 23 � 24 � 25 � Description 3137.0104 Medium Stone Riprap, dry 3301.0002 Post-CCTV Inspection 3305.0109 Trench Safety 3341.0201 21" RCP, Class III 3341.0205 24" RCP, Class III 3341.0302 30" RCP, Class III 3341.0309 36" RCP, Class III 3341.0409 48" RCP, Class III 3341.0502 54" RCP, Class III 3341.0602 60" RCP, Class III 3341.1305 6x6 Box Culvert 3349.0001 4' Storm Junction Box 3349.0002 5' Storm Junction Box 3349.0003 6' Storm Junction Box 3349.0005 8' Storm Junction Box 3349.5001 10' Curb Inlet 3349.5002 15' Curb Inlet 3349.5001 10' Recessed Inlet 3349.5002 15' Recessed Inlet 3349.4113 48" SET, 1 pipe 3349.7001 4' Drop Inlet 3349.7003 6' Drop Inlet 3305.0112 Concrete Collar 3349.1000 Headwall, Box Culvert PA5D Bidder's Application Specification Unit of Section No. Measure B�d Quantity UNIT III: DRAINAGE IMPROVEIIENTS 31 37 00 SY 33 01 31 LF 33 05 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 41 10 LF 33 49 10 EA 33 49 10 EA 33 49 10 EA 33 49 10 EA 33 49 20 EA 33 49 20 EA 33 49 20 EA 33 49 20 EA 33 49 40 EA 33 49 20 EA 33 49 20 EA 33 05 17 EA 33 49 40 CY 185.0 4,649.0 4,649.0 602.0 1,263.0 345.0 743.0 508.0 694.0 225.0 269.0 7.0 4.0 3.0 2.0 8.0 15.0 4.0 2.0 2.0 1.0 1.0 6.0 8.2 TOTAL UNIT III: DRAINAGE IMPROVEMENTS Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: �luss Utilities, LLC 11U50 Ables Lane Dallas, T� 75229 Contractor a�rees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION BI': CarrcttJ hloss Bidder's Proposal Unit Price I Bid Value $99.00 $1.50 $1.00 $69.50 $78.50 $114.50 $147.50 $149.00 $235.00 $285.00 $1,250.00 $8,900.00 $10,000.00 $18,000.00 $22,200.00 $9,800.00 $17,400.00 $9,800.00 $17,400.00 $9,100.00 $15,300.00 $10,700.00 $1,450.00 $15,200.00 � TITLE: Presidcut � DATE: $18,315.00 $6,973.50 $4,649.00 $41,839.00 $99,145.50 $39,502.50 $109,592.50 $75,692.00 $163,090.00 $64,125.00 $336,250.00 $62,300.00 $40,000.00 $54,000.00 $44,400.00 $78,400.00 $261,000.00 $39,200.00 $34,800.00 $18,200.00 $15,300.00 $10,700.00 $8,700.00 $124,640.00 $1,750,814.00 $1,137,412.00 $2,798,398.50 $1,750,814.00 $5,686,624.50 240 workinQ daYs after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECTFTCAT�ON DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn V ersion Mt�y 22, 2019 WR-9U_00 42 43_Bid Proposal_Revised Sigied SECTION OD 42 43 �eveloper Awarded Profects - PROPOSAL FORM UNIT PRICE BID 1'rujtc� Item infnrmatian BidlisF [tem� NU. i 2 3 4 5 6 7 s 9 10 11 12 13 �5 16 17 1$ 19 20 21 22 26 27 28 29 3Q I Speciticaiipn I Unit of Descripuoo S0C[lon NO. Mc35LLTC UNIT IV: PAVING IMPROVEMENTS 3211.04D0 Hydrated Lime (6" PVMT @ 36 Ibslsy) 32 17 29 TDN 3211.0400 Hydrated Lima (8" PVMT @ 48 Ibslsy) 32 11 29 70N 3211.0400 k-lydrated Lime (9" PVi}AT @ 4$ Ibslsy) 32 11 29 TOI�i 3211.0501 6" Lime Treatment 32 11 29 SY 3211.0502 8" Lime Treatment (8" PVMT} 32 1 1 29 SY 3211.05Q2 8" Lime Treatment (9" PVMT) 32 91 29 SY 3213.0101 6" Conc Pvmi 32 i3 13 SY __ _ ..._ _ 3213.0103 8" Conc Pvmi __ 32 i3 13 SY 3213.€l1 D4 9" Conc Pvmt 32 13 13 SY ._ � . 32i3.03Q2 5" Conc Sfdewalk 32 13 2Q 5� - 3213.0501 Barrier Free Ramp, Type R-1 � 32 13 2� EA _ 32�3.0506 Barrier �ree Ramp, Type P-7 _ 32 13 2Q EA 3213.D504 Barrier Free Ramp, Type M-2 32 13 20 EA 3217.0101 6" SLQ Pvmt iNarking HA5 (W) 32 17 23 LF 3217.0202 8" SLD Pvmt Marking HA5 (1N} 32 17 23 LF 3217.0401 1 S" SLD Pvmt M1Jlarking HAE {W) 32 17 23 LF 3217.0502 Preformed Thermoplastic Contrast Markings 32 17 23 LF - 24" Crosswalk 3217.0504 Preformed Thermoplastic Contrast 32 17 23 �� Markings - 24° 51op Bars 3217.9002 Lane Legend Arrow 32 t7 23 EA 3217.1004 Lane Legend Oniy 32 17 23 EA 3217.2104 REFL Raised Marker 7Y 11-C-R 32 97 23 EA 3292.0100 Block Sod Placeme�l 32 32 13 5Y 9999.a0Q1 Fumishllnstal] Walsh Ranch 5tyle 5ign post 00 00 �0 EA Un 1? 43 �AP - Blf] PNC7Pp5AL paee l oi i PA5� Bidder's Applicat�on IIiddcr's Proposal Bid �suantiiy iSnic Price I Bid Valuc 740.0 54.0 348.0 4i,112.0 2,250.0 14,502.0 38,270.0 z,�oo.a 13,602.D 49,230.0 14.0 33.0 3.D 1,163.0 2,21fl.0 2fl0.0 $321.00 $321.00 �321.60 �4.00 $4.25 $G.25 ��i.aa 559.00 �63.D0 57.25 �3,OD0.00 $3,OOOAO $3,D00.00 $2.75 �3.15 $9.50 �237,540.00 $17, 334.00 $111,708.00 $184,448.D0 $9, 562.50 $61,633.50 $1,951,770.00 $123, 900.00 �856,926.00 �356,917.50 �42.0OO.OQ $99,000.00 �9,0017.00 $3,198.25 $6,9&1.50 $1,9d0.60 400.0 $31.00 $12,4p0.00 164.0 $27.50 $4,510.00 16.0 �2�Q.00 �3,200.0� 14.D �2D0.00 �2,800.00 203.0 $8.00 $1,624.00 10,543.0 $5.00 �52,715.flD 46.0 $2,OD0.00 592,000.04 TOTAL UNIT IV: PAVING IMPRbVEMENTS Aid Summary � UNIT IV� PAVING IN€PROV�M�N7S Tot�1 Canstruciiun Bid This BiJ is suhmitted br Ihe entitv namcd bcluw: $lUY]ER• Bl': i ;fr n. tnes \I:�s�io .litiacula & bnn, Csca��.:�iis�. Ic:,_ Ili'�,"�IF ltetir;�rrlF Fi��rit 'I�ITLE: �,�:� I•��t��t•ni 6 ri�ec�. 'I et:�• 7>I),;3 nn��r: May 13, 2�25 Contraetar agrees to compltle �VORk for ��:VAI.:iCC'EPTANCE within CONTRACT commenccs w run as providcd in ehc General Condirions. EhD OF 5EC7'Ip1i $4,223,048.25 $4,223,D48.25 $4,223,048.25� 2�tii µorking, da�'s after thr da�c when the C f7"Y OF FOR"I" l4UR"f H STAIv�AR13 CONSTRUC"f�IUN SPEC IFIC ATION POCl1�1 ENTS -➢CY f I.OPf It A W,i4t17EO E'ROlLC['S Fatm L'erilm� 1�1:n '2. 2U11 WR-?D_(1�1 J2 J3_Bid Proposal_�AP_Pannc '_U3i-i14-I �sks QO 45 l2 DAP PREQU.4LIF[CATEON STATEMENT Page 1 of 1 SECTION 00 4512 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information beIow by identifying the prequalified contractors anci/or subcontractors whom they intend to utilize for the major work type(s) tisted. In the "Maior Work Tvue" box nrovide the comnlete maior work tvne and actual description as nrovided bv the Water Denartznent for water and sewer and TPW for bavin�. Major Work Type Contractar/Subcontractor Compairy Name Prequalification Expiratian Date Water Distribution Development, 8-inch diametEr and smaller Sewer Collection System, Development, 10-inches and smaIler Sanitary Sewer Manhole/Structure Interior Lining — Warren or Chesterton Coating Moss Utilities, LLC Moss Utilities, LLC ACE Pipe Cleaning, Inc. 04/30/2026 04/30/2026 02/28/2026 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Moss UtiliYies 11050 Ables Lane Dallas, TX 75229 BY: Garrett o {Signature) TITLE: President DATE: END OF SECTION C[TY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION PREQUALIFiCATIQN STATEMENT — DEVELOPER AWARDED PROJECTS Ciry Project No. 105511 Form Version September 1, 2015 ooas tz DAP PREQUALIFICATfON STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractars and/or subcontractors whom they intend to utilize for the major wark type(s) listed. 1n t3�e '`Maiar Vl�o��k Tvbe" box uravide the camt�lete snaiar work t�ne and actiia! descriptios� as nrnvided bv tize Water Department for water and sewer and TPW for oa�in�. Major Work Type Contractor/Subcontractor Company Name Prequalification E�:piration Date Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Mario Sinacola & Sons Excavating, Inc 02/28/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. 10920 Research Road Frisco, TX 75033 B : a.anJ : /j �/ TITLE: Vice Pres DATE: END OF SECTION CITY OF FORT WORTH Walsh Ranch— Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS City Project No. 105511 Form Version September 1, 2015 (i4 4� �5 - I CL]N'FitAC'I'UR C[)I+rfPLIAIr'CE V4'TTH u'Q]ZKFR'S Cd?vIPETtiSATi(7Ti LA[�v Page 1 UF l � � s�cTro�r oa �s �s CaNTRACT�E� C[]MPLIANCE GVI�I'H WORK�R'S C:ni�iP�NSATf�N LAW 3 Pursuant to. Texas Labor Cade Section 4:OG.Q96(a}, as amended, Cantractor certi�es that it � provides worker's carnpensatian insurance �average far all af its emplayees emp�ayed an City 5 Project Na.105511. Contra�tor further �erti�ies that, pursuant ta Texas Labar Cnde. Secti�n 6 40b.Dg6(b}, as amended, it wi(1 pru�ide to City its subco3�tractar's �ertificates afGc�m�liance with 7 worker's �omp�nsatioil coverage. 8 C(3�1TRACTOR: 9 Moss Utilities. LLC 1Q �1 12 13 14 15 1� Cotnpany i 1 D50 Abl�s Lane Address ❑allas. TX 75?�9 �1Lyr�StaiE�2[�] 17 THE STATE QF TE�AS 18 19 �q 21 22 23 24 �5 2� 27 28 29 3Q 3� 32 33 34 35 36 § �'C3UNTY DF Tl�RRANT � By� )��i�`�� i r'�, {Fleas Print} Signature: �o � - � _�- � Title: ��'�.� � � -�..��i.�,.�s� {Please �'rint) 6�F�Rl_�,,ME, the undersigned autho�-itv, an this day personally appeared �vt.�t,GUI'L. �, � _�cnown to r��e Co be the person whnse name is subscribed to the foregain� instr�ment, and ac��awledged to me that �}elshe e_xecuted tha same as the act and deed af �!]�,� �.�� ,-�P� . L�—� for the purpQses and cansideratsan ther�in expressed and in the capa�city ther�in stat�d. CrI �I LINi]ER NIY F�A�ID AN❑ SEAL DF nFFIC�, this �� day ot � VU�G!- , 2[�. _ � Notary Puhlic i« and for th 5#ai� c�f Texas E1�D �F SECTI��T C'iTY [J�' FOf�F WC]RTFI 5'f:1�l7AR�7Cp:ti5lf2l;C:Ilp!ti S�'ECIFFC.'r�T3C)N �(]CUM��fTS Rcvksed A}�rii 2. ?f71d `,��"",� flA�tIELA GflNZALE5 � �� tP�,Y P�¢ �' =�:�:;� �N¢Eer1' ��biic, S#ate of Fexes a;`•.,.... ��: Comm. Ex�ires Of-p7•�02B '?� O� �1�i �,,,,s� Notary ip 183523356 Walsh Ranch — Quail Valley — Planning Area SD —(PASD) City Project No. 105511 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 105511. Contractor further certifies that, pursuant to Texas Labor Coda, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 CONTRACTOR: 9 Mario Sinacola & Sons Excavatin�, Inc 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 Company 10950 Research Road Address Frisco. TX 75033 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � 0 By: Harlan Jon , � �f Signature: Title: Vice President (Please Print) �J BEFORE ME, the undersigned authority, on this day personally appeared _Harian Jones _ , known to me to be the pei•son whose name is subscribed to the foi•egoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Mario Sinacola & Sons Excavatin�, Inc. for the purposes and consideration ther•ein expressed and in the capacity the►•ein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _30 day of May , 2025. �'RY PbP MEREDITH R NELSON a°�n Notary ID #129927329 � N My Commission Expires "'� of �.+Y August 20, 2026 � �a _,� `� ..�C� — ��'� ��,�:� — Notary Public in and for the State of Texas END OF S�CTION CITY OF F02T WORTH Walsh 2and� — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10551 l Revised April 2, 2014 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-1 DeveloperAwarded ProjectAgreement Page 1 of 4 1 2 3 4 5 6 � SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 11 /18/2024 is made by and between the Developer, Ouail Vallev De�co V, LLC authorized to do business in Texas ("Developer"), and Moss Utilities, LLC, authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: 9 Article 1. WORK 10 11 12 13 14 15 16 17 18 19 20 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Walsh Ran�h-Quail Valiev-Plannina Area SD (PASDI Citv Proiect No.: 105511 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete far Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3 3 Liquidated damages 26 27 28 29 30 31 32 33 34 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 Two Tho�tsand Dollars ($2,Q00.00) for each day that expires after the time CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-2 DeveloperAwarded ProjectAgreement Page 2 of 4 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Five Million Six Hundred Ei�htv Six Thousand Six 40 Hundred T�ventv-Four pollars and Fifcv Cents ($5,686,624.50). 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 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 (project specific) 3 4. 5. 6. 7. 8. 9. b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) Standard City General Conditions of the Construction Contract for Developer Awarded Projects. Supplementary Conditions. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. Drawings. Addenda. Documentation submitted by Contractor prior to Notice of Award. 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. Article 6. INDEMNIFICATION C[TY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-3 DeveloperAwarded ProjectAgreemen# Page 3 of 4 75 76 77 78 79 80 $1 82 83 84 85 86 87 88 $9 90 91 92 93 94 95 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, fronn and against any and a1l claims arising out of, or alleged to arise out of, the work and services to be perfarmed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemni�cation provision is speci£icaliv intended to operate and be effective even if rt is alleged or proven that aIl or some of the damaaes bein� sflu�ht were caused, in whole or in part, bv anv act, omission or negli�ence of the citv. This indemnity provision is intended to include, wiihout Iimitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmiess, 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 inde�nnification arovision is sqecificallv intended to operate and be effective even if it is alle�ed or uroven thaE all or some of the dama�es beina sou�ht were caused, in whole or in qart, bv anv act, omission or ne�ligence of the citv Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are deiined in Article 1 of the Standard City Conditions of 98 the Construction Conh•act %r Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not he assigned by the 101 Contractor without the advanced axpress written consent of the Developer. 102 73 Successors andAssigns. '103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other pariy hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. CITY OF FORT WORTH Waish Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.TECTS Ciry Pro{ect No. 10551 ! Revisad June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-4 DeveloperAwarded ProjectAgreement Page 4 of 4 111 7.S Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant Counry, TeYas, or ihe United States District Court fot• the 114 Northern District of Texas, Fort Worth Division. 'f 15 116 7.6 Airthority to Sign. 177 118 119 120 121 'f 22 123 124 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WIIEREOF, 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"). Contractor: Moss Utilities, LL�� By: � (Signature} Garrett Moss (Printed Name) Title: President Company Name: Moss Utilities, LLC Address: 11050 Ables Lane Ciry/State/Zip: Dallas, TX 75229 11 /18/2024 Developer: Quail Vallev Devco V, LLC DocuSigned by: Y�t.i%. �,a�pw�.V' 9308FEB19299428... (Signature} Seth Carpenter (Printed Name) Title: VP of Developrr�ent Company name: Quail Vallev Devco V, LLC Address: 400 S. Record Street, Ste.200 City/State/Zip: Dallas, TX 75202 11 /18/2024 Date Date 125 CITY OF FORT WORTH WaEsh Ranch - Quail Valley - Planning Area SD -{PASD) STANDARD CONSTRUCTION SPECIFICATION DOCiJM�'NTS - DEVEI.�PER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-1 DeveloperAwarded ProjectAgreement Page 1 of 4 1 2 3 4 5 6 �.� ��JI 1�[�7►[ID�Y►�[�.' AGREEMENT THIS AGREEMENT, authorized on 06/03/2025 is made by and between the Developer, Quail Vallev Devco V, LLC authorized to do business in Texas ("Developer"), and Mario Sinacola & Sons Excavatin�, Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 11 12 13 14 15 16 17 18 19 20 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Walsh Ranch-Ouail Vallev-Plannin� Area SD (PASD) Citv Proiect No.: 105511 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Conh�act. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 33 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 3Q Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Five Thousand Dollars ($5.000.00) for each day that expires after the time CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-2 Developer Awarded Project Agreement Page 2 of 4 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Four Million Two Hundred Twentv Three Thousand 40 Fourtv-Ei�ht Dollars and Twentv-Five Cents ($4,223,048.25). 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 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 Foim (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (pNoject specific) b. Insurance ACORD Foim(s) c. Payment Bond (DAP Version) d. Perfoimance Bond (DAP Version) e. Maintenance Bond (DAP Veision) £ Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City Gener•al Conditions of the Construction Conh•act for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the ProjecYs Contract Documents. 6. Drawings. 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 Ordeis. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-3 DeveloperAwarded ProjectAgreement Page 3 of 4 75 76 77 78 79 80 81 82 83 84 85 .. . . :. :• .� . . 6.1 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 offcers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is snecificallv intended to operate and be effective even if it is alleged or proven that all or some of the damaaes bein� sousht were caused, in whole or in part, bv anv act, omission or ne�ligence 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. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification nrovision is snecificallv intended to onerate and be effective even if it is alleued or nroven that all or some of the dama�es bein� sought were caused, in whole or in part. bv anv act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Conri•act. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successois and Assigns. 103 Developer and Contractor each binds itself, its pai�tners, successois, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Conh•act Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-4 Developer Awarded Project Agreement Page 4 of 4 111 112 113 114 115 116 117 118 119 120 121 122 123 124 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authoi•ity to sign Agreement, if othei• than duly authorized signatoiy 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") lvlal'I� a o1a a'll�ons By: �Slg�Harlan Jones Developer: vatin�, Inc. Quail Vallev Devco V. LLC DocuSigned by: �'��1�'� y�t,f(�, �avpu�tv' l ssoaFEB,szssaze_. (Signatul'e) J (Printed Name) Title:Vice President Company Name: Mario Sinacola & Sons Excavatine, Inc Address: 10950 Research Road City/State/Zip: Frisco, TX 75033 06/03/2025 125 Date Seth Carnenter (Printed Name) Title: VP of Development Company name: Quail Vallev Devco V, LLC Address: 400 S. Record Street, Ste.200 City/State/Zip: Dallas, TX 75202 06/03/2025 Date CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 DESCRIPTIONS (Continued from Page 1) The General Liability, Auto Liability and Workers Compensation policies provide a Blanket Waiver of Subrogation when required by written contract, except as prohibited by law. The General Liability, Auto Liability, and workers compensation policies include an endorsement providing that 30 days notice of cancellation will be furnished to the certificate holder, with the exception of 10 days for nonpayment. Excess policies follow form over General Liability, Auto liability and Employers Liability policies subject to policy terms and conditions. Additional Named insureds include: Moss Utilities, LLC Moss Mechanical, LLC dba Moss Heating and Cooling Roto Duck Works, Inc. dba Veteran's AC & Heating RE: Project Number: 105436, Project Name: Walsh Ranch Quail Valley - Planning Area 5A -(PA5A) Project Number: 105502, Project Name: Walsh Ranch Quail Valley - Planning Area 5C -(PA5C) Project Number: 105511, Project Name: Walsh Ranch Quail Valley - Planning Area 5D -(PA5D). The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non-contributory basis when required by written contract. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. SAGITTA 25.3 (2016/03) 2 of 2 #S49827518/M49801559 DESCRIPTIONS (Continued from Page 1) The General Liability, Auto Liability and Workers Compensation policies provide a Blanket Waiver of Subrogation when required by written contract, except as prohibited by law. The General Liability, Auto Liability, and workers compensation policies include an endorsement providing that 30 days notice of cancellation will be furnished to the certificate holder, with the exception of 10 days for nonpayment. Excess policies follow form over General Liability, Auto liability and Employers Liability policies subject to policy terms and conditions. Additional Named insureds include: Moss Utilities, LLC Moss Mechanical, LLC dba Moss Heating and Cooling Roto Duck Works, Inc. dba Veteran's AC & Heating RE: Project Number: 105436, Project Name: Walsh Ranch Quail Valley - Planning Area 5A -(PA5A) Project Number: 105502, Project Name: Walsh Ranch Quail Valley - Planning Area 5C -(PA5C) Project Number: 105511, Project Name: Walsh Ranch Quail Valley - Planning Area 5D -(PA5D). The City of Fort Worth, its officers, employees and servants are additional insureds for general liability and automobile liability on a primary and non-contributory basis when required by written contract. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensation coverage. SAGITTA 25.3 (2016/03) 2 of 2 #S49826170/M49801559 � � Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21519412 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2�28�2025 — 2/28/2026 Policy No. GL 6676705 Named Insured Mario Sinacola & Sons Excavating, Inc. Insurance Company Safety National Casualty Corporation Endorsement No. Premium $ Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safetv National Casualtv Cor�oration Paae 1 of 1 Attachment Code: DS 12370 Master ID: 1397399, Certificate ID: 21519412 POLICY NUMBER: GL 6676�05 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OINNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Orpanization(s) Location(s1 Of Covered Operations Any person or organizatian as required by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property 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 location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21519412 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 O Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D51237 L Master ID: 1397399, Certificate ID: 21519412 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OINNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations �ny pe�'son or organization as required All oL your projects. by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21519412 POLICY NUMBER: �L 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER 4F RIGHTS OF RECOVERY AGAINST OTHERS T� US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21519412 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONC4NTRIBUT�RY - OTHER INSURANCE COND1T14N This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21519412 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER 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" for Covered Autos Liability Coverage under the Who Is An Insured provision 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 indicated below. Named Insured: MARIO SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 02 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I— Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 21519412 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written cantract or agreement that is executed prior to the loss. Information reauired to complete this Schedule, if not shown above, will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ zncluded SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21519412 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 6676704 Named Insured r�Rzo SINACOLA & soNs EXCAVATING, zNc Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21519412 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA044911 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 O Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: DS I 2358 Master ID: 1397399, Certificate ID: 21519412 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perForm work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. LDC4068680 If1SUf@d MARIO SINACOLA & SONS EXCAVATING, INC. Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) Endorsement No. Premium $ Included Page 1 of 1 O 1983 National Council on Compensation Insurence. Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21519412 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDc4o5s6so Endorsement No. Insured �RIO SINACOLA & SONS EXCAVATING, zNc. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 AttaclMq�� f�,j+,�A�T�OFPAN19�4L��1@��11�B$LGII'�4�$URANCE POLICY WC 42 03 04 B 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. 1. ( ) Specific Waiver (X) Blanket Waiver loss. 2. Operations: SCHEDULE Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the 3. Premium: $ The premium charge for this endorsement shall be 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: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included If1SU�anCe COIIlPally Safety National Casualty Corporztion Countersigned By WC 42 03 04 B(06 14) �O Copyright 2014 National Council on Compensation Insurence, Inc. All Rights Reserved. , Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21519427 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless othervuise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2�28�2025 — 2/28/2026 Policy No. GL 6676705 Named Insured Mario Sinacola & Sons Excavating, Inc. Insurance Company Safety National Casualty Corporation Endorsement No. Premium $ Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safetv National Casualtv Cornoration Paae 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21519427 POLICY NUMBER: �L 6676705 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Orq�r�izatio�(sl Location(sl Of Covered Operations Any person or organiza�ion as required by Al1 of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property 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 location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: DS 12370 Master ID: 1397399, Certificate ID: 21519427 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 O Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: DS 12371 Master ID: ] 397399, Certificate ID: 21519427 POLICY NUMBER: �L 66�6�05 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDfTiONAL INSURED - OINNERS, LESSEES OR CONTRACTORS - COIVIPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organizationfs) Location And Description Of Completed Operations Any person or organizara.on as required t?li of your projects. by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21519427 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required ta complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21519427 POLICY NUMBER: GL 66�6�05 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: DS I 2368 Master ID: 1397399, Certificate ID: 21519427 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILiTY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER 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" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage 1=orm. 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 indicated below. Named Insured: t�Rzo szNAcoLA & soNs ExcAVATZN�, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or aqreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I— Covered Autos Coverages of the Auto Dealers Coverage Form. 0 CA 20 48 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: ] 397399, Certificate ID: 21519427 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGA[NST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. � Information required to complete this Schedule, if nai shown above, will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accidenY' and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21519427 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE 4F CANCELLATION SERVICE RROVIDED TO IDENTIFIED TH1RD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/2s/2025 Policy No. cA 6676704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399> Certificate ID: 21519427 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIIVIARY AND NONCONTRIBUTORY - OTHER lNSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 O Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: DS 12358 Master ID: 1397399, Certificate ID: 21519427 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. LDC4068680 Insured MARIO SINACOLA & SONS EXCAVATING, INC. Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) Endorsement No. Premium $ Included Page 1 of 1 O 1983 National Council on Compensation Insurance. Attachment Code: D635394 Master ID: 1397399, Certificate ID: 2 i 519427 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT WC 99 99 35 As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 POIICy NO.LDC4068680 Insured MARIO SINACOLA & SONS EXCAVATING, INC. Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included WC 99 99 35 (07 12) Page 1 of 1 Attacl�q�� @��A�T�OFPAlV�9�19H41S��R�1��T�2B?Lf��4RI�URANCE POLICY WC 42 03 04 B 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. 1. ( ) Specific Waiver (x) Blanket Waiver loss. 2. Operations: SCHEDULE Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the 3. Premium: $ The premium charge for this endorsement shall be 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= This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATING, INC. Premium $ Included I�SUI'e11Ce COmp211y Safety National Casualty Corporation Countersigned By WC 42 03 04 B(06 14) �O Copyright 2014 National Council on Compensation Insurence, Inc. All Rights Reserved. EXECUTED IN DUPLICATE 1 2 3 4 5 6 THE STATE �F TEXAS COUNTY OF TARRANT SECTION 00 62 13 006213-1 PERFORMANCE BOND Page l of2 PERFORMANCE BOND Bo»�i No. 1118?63�E)� § § KNOW ALL BY THESE PRESENTS: § 7 That we, Moss Utilities. LLC . known as "Principal" herein and 0 0 Travelers Gasualh a��d Sure:�, Compa��` oF A�nerica, a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 10 are held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do '! 1 business in Texas ("Developer'') and the City of Fort Worth, a Texas municipal corporation 12 {"City"), in the penal sum of, Fi�-e Millio�i Six Huitdred Ei�]�tr -six Thous�id Si� Hundred 13 T�j-etlt�-four &�E1; i(lIf (�i,�;S6.62�.�0), lawful money of the United States, to be paid in Fort Worth, 14 Tarrvit County, Teacas for the payment of which sum well and truly to be made jointly unto the Deveioper 15 16 17 1$ 19 and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA24-Ol 57; and 20 WHEREAS, the Principal has entered into a certain wriften contract with the Developer awarded 21 the ��day of ��, 20�, which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Walsh Ranch — Quail Valley — Planning 25 Area SD — (PASD). 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects d�tly and 28 faithfully perform the Wark, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well dw�ing any period of 30 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area SD —(PASD) STANDARD CITY CONDITIONS— DEVELOPER AWARDEU PROJECTS City Pro�ect No. 105511 Revised January 31, 2012 006213-2 PEP.FORMANCE BOND Page 2 of 2 1 2 PROVIDED �URTHER, that if any legal action 6e filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the � 0 Texas Government Code, as amended, and all iiabilities on this bond shall be determined in accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agen#s and officers on this the� � day of � 9 , 2fl� 7. 30 11 12 13 14 15 16 17 18 19 24 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4a 41 42 ? ,. � ATTEST: ,. �' �� ,/ ;;� -� z (Principai) ecretary ^ )l:�� ' ness as to Pri�n�ipal � 7 Witness to Surety Cade Allie, Witness PRINCIPAL: Moss Utilities, � BY: Signature Garrett J Moss, President Name and Title Address: 11050 Ables Lane Dallas, TX 75229 SURETY: Travelers Casualty a�id Surety Company of �4:ne;ica � �- E�_j") Jr. BY: /�, v Si ature � % Sean J McCauley Jr., Attorney-in-Fact Name and Title Address: One Tower Square, Hartfard. CT 06183 Telephone Number: (g6o) 277-0111 *Note: If signed by an officer of the Surety Cornpany, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area SD —{PA�D} STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS c'iry Project No. 10551 l Revised January 31, 2012 Bond #108245Q23 00 62 I 3- I PERFORMANCEI30ND Page 1 of 2 i 2 3 4 5 6 7 8 9 10 TH� STAT� OF TEXAS COUNTY OF TARRANT SECTION 00 62 13 PERFORMANCE BOND § § KNOW ALL BY THESE PRES�NTS: § That we, MARIO SINACOLA & SONS EXCAVATING. INC., known as "Principal" herein and Travelers Casualty and Surety Company of America , a corporate surety(sureties, if more than one) duly authoi•ized to do business in the State of Texas, known as "Surety" hei•ein (whether one oc more), are held and fi�7nly bound unto the Developer, Quail Valley Devco V, LI,C, authorized to 'i 1 do business in Texas ("Developer") and the City of Foi•t Woi•th, a Texas mui�icipal corpoz•ation 12 ("City"), in tlie penal s�nn of, FOUR MILLION TWO HUNDRED TWENTY THREE 13 THOUSAND FOURTY E1GHT DOLLARS AND TWENTY FIVE CENTS ($4,223,048.25), 'I 4 lawfu( money of the United States, to be paid in For�t Worih, Tarl•ant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dua( 16 obligees, we bind oarselves, our )Zeii•s, eYecutors, adiniriistrators, successo�•s and assigns, jointly 17 and sevei•a(ly, fil•m1y by these pi�esents. 18 WHEREAS, Developer and City have entei•ed into an Agi•eement fot� tl�e consti•z�ction of 19 community facilities in the City of Fort Worth by and througl� a Community Facilities Agreemen�, 2U CFA Numbe�• CFA24-0157; and 21 WHEREAS, the Principal has entered into a cei�tain written contract with the Developer awartled 22 the 31'd day of .1Un@ , 2025 ,��hicl� Contract is hereby referred to and made a 23 part hereof for all pui•poses as if fuliy set fo��th hersin, to fucnish ail matei•ials, equipment Iaboi• 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Walsh Ranch — Quail Valley — Planning 26 � Area SD — (PASD}. NOW, THEREP�ORE, the condition of this obligation is such that if the said Pri�lcipal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfi�lly perform the Work, including Change Oi•dei•s, under the Contract, accoeding to the plans, 30 s�ecifications, and contract documents therein referred to, and as well dUring any period of 31 extension of the Conh�act that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Arca SD —(PA�D) STANDARD CITY CONDI"i'IONS — DEV ELOPG2 AWARDED PROJLCTS City Project No. 10_SS f f Revised January 31, 2Q12 006213-2 PERFORMANCE BOND Page 2 oY 2 1 2 PROVIDED FURTHER, that if any legal action be filed on ti�is Bond, venue shall lie in Tari•ant County, Teaas or the United States Disti•ict Court foi• the Northern Disti•ict of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance witti the provisions of Chapter 2253 of the 5 0 Texas Government Code, as atnended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 3rd day of June 9 , 20 25 . 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 Exc;�vatin�, Inc. (P►•inci 1) Secretary Michael 'nacola (l� - _ Witness as to Prin ipal Stephen Scott, Vice President .�`\� \ �� : �� . '\ �.r,�t. �. .� . .: �_ � , WItt12SS t0 SUI'0tj� C• Signature Harlen Jones, Vice"Pres Name and Title Address: 10950 Research Road Frisco,_TX 75033 SURETY; Travelers Casualty and Surety Company o� America B Y: �� '�� S�gnature Sophinie Hunter, Attorney-In-Fact Name and Title Address: �ne Tower Square, S102A Hartford, CT 06183 Telephone Number: 2�4-9s9-0000 *Note: If signed by an officel• of the Surety Company, there must be on file a certified extract f►•om the by-laws showing that this person has authority to sign such obligation. If Sui•ety's physical addi•ess is different fi�om its mailing addi•ess, both must be p�•ovided. The date of the bond shall not be prior to the date the Contcact is awat•ded. CITY OF FORT WORTH Walsh Ranch — Quail Valley— Planning Area SD —(PASD) STANDARD CITY CONDITIONS — DEVELOPER AWA2DED PROJECTS City Project No. 105511 Revised January 3l, 2012 �XECUTED 1N DUPLICATE 1 2 3 4 5 6 7 8 9 �a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 SECTION 00 62 14 PAYMENT BOND 006214-I PAYMENT BOND Page 1 of 2 Bond No. 108263504 THE STATE OF TEXAS § § Kr10W ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, § Moss Utilities, LLC , known as "Principal" herein, and Travelers Casualtv and Suretv Comnanv of America , 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 held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation (`City"), in ihe penal sum of, Five Million Six Hundred Ei�hty-six Thousand Six Hundrecf Twenry-four & 50/100 ($5,68b,624.50), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of comm�mity facilities in the City of Fort Worth, by and thraugh a Community Facilities Agreement, CFA Number CFA24-0157; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the �(}'ra day of 1k , 20�_, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, eyuipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Walsh Ranch — Quail Valley — Planning 25 Area SD — (PASD). 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGAT[ON is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary {as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. 31 This bond is made and executed in compliance with the provisions of Chapter 22�3 of the 32 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 33 accordance with the provisions of said statute. CITY OF FORT WORTH Walsh Ranch - Quail Valley - Planning Area �D -(PASD) STANDARD CiTY CONDITIONS - DEVELOPER AWARDED PROJECTS City Project No. 10�511 Revised Janaary 31, 2012 ao 6a ia - z P�IYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED a�d SEALED 2 this instrument by duly authorized agents and officers on this the t��r� day of 3 �{;i11,� , 20 ��? . 1 5 6 7 8 10 11 12 13 14 '15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 � ATTEST: � r. � - � � .�t �- • (Principal) �ecretary , , '� Witness as to Prmcipa ATTEST: �V `t v � (Surety) �� Liam Hackett, Witness � _-�� Witness to Surety Cade Allie, Witness PRINCIPAL: / Moss Utilities, I t BY: Signature _Garrett J Moss, President Name and Title Address: 11050 Abies Lane Dallas, TX 75229 SURETY: Travelers Casualty and Surety Company of Amer;ca � � _f �- BY: l� C �� — Sigriature Sean J McCauiev Jr.. Attornev-in-Fact Name and Title Address: One Tower Sauare. Hartford. CT 06183 Telephone Number: (860) 277-0 ] t t 32 Note: If signed by an officer of the Surety, there must be on file a certified extract from 33 the bylaws showing that this person has authority to sign such obligation. If Surety's 34 physical address is different from its mailing address, both must be provided. 35 36 37 38 39 The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Walsh Ranch - Quail Valley - Planning Area SD -(PASD) STANDARD CITY CONDI770NS - DEVELOPER AWARDED PROJECTS City Project No. 105> I1 Revised January 31, 2012 Sond #10II245023 00 62 14 - I P�IYMGNT [30ND Page I of 2 � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 £i 19 20 TH� STATE OF TEXAS C(�UNTY OF TARI2ANT SECTION 00 62 14 PAYMENT BOND § § KNOW ALL BY THES� PRESENTS: § That we, MARIO SINACOLA & SONS EXCAVATING, INC.. known as "Principal" herein, and Travelers Casualty and Surety Company of America , a coiporate sw•et,y ( or slu�eties if more than one), du[y authoi•ized to do business in the State of Texas, Icnown as "Surety" herein (whether one or more), are held and fiiri��ly bo��nd ��nio the Developer, Qu1il Valley Devco V, LLC, authol•ized to do business in Texas ``(lleveloper"), and the City of E�ort Worth, a Texas �nunicipai corpol•ation ("City"), in the pe��ai sum of, FOUR MILLIO�! TWO HUNDRLD TWENTY THREE THOUSAND FOURTY-E1GHT DOLLARS AND TW�NTY FIV� CBTITS (�4,223,048.25), lawfi�l money of the United States, to be paid in Fort Wo��th, Tarrant County, Texas, for the payment of which sum we11 and truly be �nade jointly unto the Developer and the City as dual obligees, we bind ouiselves, our heirs, executo�•s, administrators, successors and assigns, jointly and severally, fii•mly by these presents: WHEREAS, Developer and City have entei•ed into an Agi•eement for the co�tstt•uction of com�uunity facilities in the City of Foi•t Woi•th, by and thi•ough a Community Facilities Agreement, CFA Number CFA24-0157; and 21 WHEREA�S, Pt•incipal has entel•ed into a cel•tain wi•itten Cont1-act witl� lleveloper, 22 awarded the 3rd day of June , 2025 , whic[i C;ontract is hereby 23 i•eferred to and made a part hereof for all purposes as if fi�lly set fo�•th herein, to fw��lish all 24 materials, eqt�ipment, labor and other accessorias as defined by law, in the prosec��tion of the 25 Work as provided for in said Contcact and designated as Walsh Ranch — Quail Valley — Planning 26 F�'7 Area SD — (PASD). NOW, THERE�+�RE, TNE CONDITION OF' THTS OBLIGATION is such tl�at if 28 Pi•iilcipal sha(I pay a(I anonies owing to any (and all) payment bond beneficia�y (as defir�ed in 29 Chapter 22_53 of ihe Texas Govermnent Code, as amended) in the prosecut;on of the Work under 30 the Cont��act, then this obligaTion shall be and become nuJl and void; otherwise to remain in full J �I 32 33 34 fo�•ce and effect. This bond is made and eYecuted in compliance with the provisions of Chapter 2253 of the Texas Govern�nent Code, as amended, and all liabilities on this bond shall be determined in accardance with the provisions of said statute. Cl7'Y OF FORT WORTH W�Ish Ranch - Quail Valley - Pianning Area SD -(PASD) STATlDARD C11'Y CONDI`I70NS - DGVLLOPGR AWARDGD PROJECTS Ciry Pro�ect No. 10551 I Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 1 IN WITNESS WH�REOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and ofiicers on this the 3rd day of 3 June ,2025 . 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 �� . � � _ Witness as to Pi•ir�ipal Stephen Scott, Vice President ATTEST: ,� -��►1G� Y�..`c�t,�,.r.� (Surety) Secrefa�y . \ `�\�� _�� ,; �z.,N.� �. Witness to Surety V Address: 10950 Reseacch Road Ft•iscoLTX 75033 SURETY: Travelers Casualty and Surety Company of America BY: , �7��— -- Signatui•e Sophinie Hunter, Attorney-In-Fact Nacne and Titie AddYess: One Tower Square, S102A Hartford, CT 069 83 Telephone Numbei•: z�4-9s9-0000 32 Note: If signed by an officer of the Stu•ety, the�•e must be on file a cet-tified extract from 33 the bytaws showing That this per•son llas authoi•ity to sign s�ich obligation. If Surety's 34 physical addi•ess is different fi�om its mailing address, both must be provided. 35 36 37 38 39 The date of the bond shall not be prior to the date the Contract is awarded. END OF S�CTION PRINC L� Mari _ Si_ c la &_ ns B Y: Signature vatin�, Inc. Hai•len Jones, Vice President Name and Title CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105511 2evised Januaty 31, 2012 EXECUTED IN DUPLICATE 1 SECTION 00 62 19 oa �z i9 - i MAINTENAi�TCE BOND Page 1 of 3 2 MAINTENANCE BOND Bond No. 10�263504 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Moss Utilities, LLC . known as "Principal" herein and 8 Travelers Casualtv and Suretv Comaanv of America , a corporate surety {sureties, if more than 9 10 11 12 13 14 15 16 17 i�.'•� 19 one} duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Deveioper, Quail Valley Devco V, LLC, authorized to do business in Texas ("Developer"} and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Five Million Six Hundred Ei�hty-six Thousand Six Hundred Twenty-four & 50/100 {$5,686,624.50), lawfu] money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have en#ered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA24-0157; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 1�� day of ��U��-�1�1��'' , 20�, which Contract is 22 hereby referred to and a made part hereof for all purposes as if fuIly set fortl� herein, to furnish alI 23 materials, equipment labor and other accessories as defined by law, in the prosecution of the 24 Wark, inciuding any Work resulting from a duly authorized Change Order (collectively herein, 25 the "Work") as provided for in said Conn-act and designated as Walsh Ranch — Quaii Valley — � 27 2$ 29 30 Planning Area SD — (PASD); and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the CiTy ("Maintenance Period"); and CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD C1TY CONDITIONS — DEVELOPER AWAI2DED PROJECTS City Project Na 105� l l Revised January 31, 2012 � �'HE � uPon we�eivi ��Ss Pr��pal h�na , 4 �laintenan�� per'o�°e from th� De�e1oe/fto repalr or re��y MgrNT� °ps2 � 5 r� NQ� �� er anc�/flr �ity o fthetnuct the W°r;� �n �� NA na �Ba fD � ��Y anY de � ERE��RE, e�d th�rep fat �� r in Part � �OmPletion sati,�,��tive j.�,otk for'Wh� ��ndition a�this a. a�Y tirr1e �,it�� the rernain i acto�' to �h �11ne1 b�leati�n - 8 n�ull far�e �n� ��tc�; C`�, then this bl atlCe was prp��;ded�u�lt t��t 1 f pr�nex g PR oahon S�all be pal sliall �oticed Y Dey�1oper ar Crl3', tp 1 p ��feo�rDED' ��t�t'E�E �°�e r�ull an a �� defectiv� ��r� t� �"�'ark, it IS a�r�� a if pr��ll�a1 shall d�`°id; otherwise �� b� �iat fail 72 Y t�� pr��IPaI and r�e saire� �d/or re�ot Se �eVe�DPer or C,lo rp ��pair or r��o� str p UT�tY u�der �uct�� witb rnay Cause �ct an.Y ti� �� T�,ant Co�o�'�DED �URTX t�is 1yazntenan�e al7 aSSQ��ated �ostany �n� all Su�� ne/y tY� ?'e �R, that 1� $On�; and s ther�ofh �'orth D�Visio� • Xas °�" th� United ei�i� barne 1 a ' �d �tates � Srlegal act�o� �e �le� 7� '�f Co °n rhiS Bo sU�°�ssivp��E� FURT �� far the 1�rortl�e nd, U�nue sh 7j ��R, rhat rn bistrict o f�,�Xas IF�ie rn eCO�'eries maY b� ��d her rhrs ob��oation � on Shall be eon fors��ssi�e C��Itlnuous - breaG�e�' �n na�rQ ancl CITya�, ST,qNpA F�R� �`QRT Reyrsed �a�� ' �OZ �jTtpiVs _ pE v�LaP�R AWARDED PRO,/E CTS Wa�Sfi R�ch � Quail Valley, p��ni n� Ar�a SD _ ��Y P�Q�e�� o. ��SSD} 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the � lr�`` day of 3 , �� 5 6 8 �a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ATTEST: �� /� ,�/ t% �; �_ _ - , � 1�--�- (Principal) �cretary . �� .��. i �? l�C%� . Witnes as to Principal ATTEST: r� (SLireYy� �� Liam Hackett, Witness C��__—. �� -- � Wltness to Surety Cade Allie, Witness 33 *Note 34 35 36 37 38 39 PRINCIPAL: Mos ities, L Moss Utilities, BY: � Signature Garrett J Moss, President Name and Title Address: 11050 Ables Lane Dallas, TX 75229 SURETY: Travelers Casualty and Surety Company cf Am�rica BY: �--� << -��.1 �. Signature � Sean J McCaulev Jr.. Attornev-in-Fact Name and Title Address: One Tower Square, Hartford, CT 06183 Telephone Number: (gbo) 277-011 � If signed by an officar of the Surety Com.pany, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is diffexent from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CTTY OF FORT WORTH Walsh Ranch - Quail Valley - Planning Area SD -(PASD) STANDARD C1TY CONDITfONS - DEVELOPER AWARDED PROJECTS City Project No. 105� ] 1 Revised January 31, 2012 ��. 7RAVELERSJ Travefers Casualty and Surety Company of America Travelers Casuafty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF A7TORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualiy and Surety Company, and St. Paul Fire and Marine Insurance Company are corporaiions duly organized under #he laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint SEAlV J MCCAULEY JR of DALLAS , 7ezas , their true and lawful Attorney(s)-in-Fact to sign, execute, seai and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings a[lowed by iaw. IN WITN�SS WHEREOF, the Companies have caused this instrumenE to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. � PtiTY �O � � � 4Pga �s+ ��y�� ! �� < yt+Ylp�s�� ` GONN' +�O y� � �L . � 4,j ''P A State of Connecticut City of Hartford ss. BY: c Robert L. Rane , enior Vice President On this the 215t day of April, 2Q21, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, 1 hereunto set my hand and official seal My Commission expires the 30th day of June, 2026 ��,P P Mp�� /%�/ q� x NbTAAY *,` ��'�� IO/rG+�G * � Pue�.ic � Antta P. Nowik, Notary Public '�".�.�� This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as foliows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give s�ch appointee such au#hority as his or her certificate of authority may prescribe to sign with the Company's name and seaf with fhe Company's seal bonds, recognizant,es, contracts of indemnity, and other writings obligatory in ihe nature of a bond, recognizance, or conditional undertaking, and any of said o�cers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegatian is in writing and a copy thereof is filed in the ofFce of the Secretary; and it is FURTFfER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vi�e President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secre#ary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or fheir �eRificates of authority or by one or more Company o�cers pursuant to a written delegation of authority; and it is FUR7HER RESpLVED, that the signature of each of the following officers: President, any Executive Vice Presideni, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or t,ertificate bearing such facsimile signature or facsimile seal shal{ be valid and binding upon the Company and any such power so executed and �ertified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, ihe undersigned, Assistant Secretary of each of the Corripanies, do hereby certify thaE the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, whicr rEmnins i� full force and effect. Dated this day of , 1imSlRflp JP�TY 4Np �t � � � d`�� * � : �aM, - � �woMK � � ��`61 CaML'HJ��1 � ux � � `�� Hu�s, Assi�retary To verify the authenticity of this Power of Attorney, p/ease ca// us at 1-800-421-38$� P/ease refer to the above-namedAttorney(s)-in-Fact and the details ofthe bond to which this PowerofAttorney is attached, Texas Depariment of Insurance Ccrtifcatc No. �.15 � 2 �-�rr� 1$ '� G`��lFY 'iNAT ; _. �... ,;•,:�,�� :,:; �' Certificate ot Authority Compaay No. 4 8— 0 0 5� 17 T1�.�lVELERS CA ;UAI.TY AND S[lRETY COMPANY OF AMEF�ICA NARTF4RD, �ONNECTICUT hu �plied wittt ih� Laws Of tht State af 'Y"Gxas ipplicablc thct�'to and is ftereby wthc�riud t+o o�sass the lwsiness of �'ire� A1�.ied Caveraqes; i�sil.—��cswf.n� csaps t�nly: Rain; inlanci M�rinej bcear� Mariner Aircraft--Li�.bi�.it� & p�iysi�a�. Damage; v�orkers' Compensation & Emp].oyers' Li�rbility, Empl.ny�rst Liak>ility; Autvmnbile--.Liabilit�r � Pnysical Da�age; Liaba�li�y otrier than Automobile; Fidelity & Sux�ty; Glass; BUrg�.ary & Theft; Forge�y: Boil,ex & Ma�hinery; Credi'�; L9.vestack and RGitlSuz�.iiC� on a1..� li.nes authvrized ta be written on � dir�Ct basis ia�vr�nr,� wichin t�e state of Tr�cas. 'Ihis Certifica�t¢ of Authoritp shal! � in full %rce and ettii'�ct untii �t is �+cvokdi, canceled ar snspcnded accacding to law. II+1'iES'fIMONY WNERC�AF, wimess mk haud and s�t bf affsce at Auscire, '£exas, rhis 1st �y � Ju1y A.D. 19$7 ELT�ON BOMEK G�ii►�tNfISSIONER 8F INSU'nAl�fC� � r B� � A. Wi1GOx l [�iro�tb�' ,tnsuter Scrvice� T o ob�a�n �nfar�►atia MApRTANT NOTi YO� ma n or ��k� a �°mt�la; . cE Y ca// �t. tol%free te��pho�� n�er� CasUalt um'�er for inf am�t onetY C�mpa Y�� ma ,'8p ' or to ,nak� a � mp ai �ca �nd �ts c omp�n es a�Q�et the T�X�s U 3� g, 278� n t a t• a t f i l i� tes, �a5es, ri9ht ��co� ent °f �nsUr pla;hts �t ancQ to obtain ;n far �u m�Y Write t� 1 ��'252.3439 m�tion �n �U p Box 14g� � rexas p�pa�ment � Wx_�512 4T$� � 91 p4 f lnSUran�: ��• ht� 5 � �� 1 F�mail: ://t,y� tdi. COn�u�1erP �ta��. tx. Us rot��tion pREM�U tdi. state. tx. Shou� M oR C �s a yaU Eq�M T� atscty��'�9ent a��p�es aUrF�� par�,n�nt o f/ sur �� S fe �in� YoUr pre . Th�qCN TH/ an�e• lf th� disPute � not ��Ut � ai S notice �S a N4ljCE TD r�so/ved �oU �� sh� d atta�h�a do��mer�tfa�m�t�an npUa BpN�, �Y �antact th nd is give� oa� ndp�e� n�t b�co e Y wit� T�Xas ,egapa co � �� nditio and re9'ulato� �qU e m�nfs, �p�-oa1.e1 ed. �o.�a.ox Bond #108245023 00 62 19 - I MAINTENANCE BOND Page 1 of 3 i 2 3 4 5 6 7 : E' SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TAIZI2ANT § That we MARIO SINACOLA & SONS EXCAVATING, INC., known as "Principal" herein and Travelers Casualty and Surety Company of America , a corporate surety (sureties, if more ti�an one) duty a��thorized to do business in the State of Texas, Icnown as "S�rety" hei•eii� (wheihel� 10 one or inoce), are held and firmly bound unto the Developei•, Quail Valley Devco V, LLC, 11 authorized to do business'in Texas ("Developer") and the City of Fort Worth, a Te�as municipal 12 corpoi•ation ("City"), in the sum of FOUR MILLION TWO HUNDRED "�'WENTY THREE 13 THOUSAND FOURTY-EIGI-1T DOLLARS AND TWENTY-FIVE CENTS ($4,223,048.25)z 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for pa�-ment 15 of whicll sum well and ii•uly be �nade jointly unto the Developer and tl�e City as dual obligees and 16 their successors, we bind ourseives, our heirs, eYecutors, administrators, successocs and assigns, 17 18 19 20 jointly and sevet•ally, firmly by these presents. WHEREAS, Developei• and City 11ave entered into an Agreement for the construction of community facilities in the City of Fort Wor•th by and through a Community Facilities Agreement, CFA Numbei• CFA24-0157; and 2'I WHEREAS, the PI•incipa! has entei•ec! irtto a certain written contE•act with the I�eveloper 22 awarded the 3rd day of June , 2025 , which Contract is 23 hei•eby refei•red to and a made part he►•eof for all purposes as if fully set fot-t11 herein, to furnisl� all 24 �naterials, equipment ]aboi• and otl�er accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting fi•om a duiy authorized Change Order (coliectively herein, 26 the "Work") as provided for in said Contract and designated as Walsh Ranch — Quail Valley — 27 Planning Area SD —(PASD); and 28 29 30 31 WHERlAS, Principa( binds itself to use such materials and to so construct the Work in accoi•dance with tlie plans, specifications aild Contract Documents that the Woi•k is and will t•emain fi•ee fi•orrl defects in materials or workmansllip fo�• and during ihe period of t�vo (2) years aftei• the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FOR'I' WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANUARD CITY CONDITIONS — DEVELOPER AWARDED PROJLCTS City Project i�'o, i05511 Revised January 3 t, ?.012 00621�J-2 MAIN7�ENANCE QOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 NOW THEREFORE, the condition of this obligation is such that if Principal shall 5 remedy any defective Work, for which timely notice was provided by Developer or City, to a 6 completion satisfactoiy to the City, tl�ien this obligation shail become null and void; otherwise to 7 remain in full force and effect, 8 PROVIDED, HOWEV�R, if Pcincipal shall fail so to repair or reconstruct any timely 9 noticed defective Work, it is ag��eed that the Developer or City may ca�ise any and all such 10 defective Work to be repaired and/or reconstri�cted with all associated costs thereof being borne 11 by the Priucipal and the Sui•ety under this Maintenance Bond; and 12 PROVIDED FURTHER, thai if any legal action be filed on this Bond, venue st�all lie in 13 Tarrar�t County, Texas or the United 5tates Distl•ict Coui•t for the i�roi•thern District of Texas, Fort 14 Worth Division; and 15 � 17 PROVIDI;D FUR'i'HER, that tllis obli�ation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CI'fY OI� FORT WOI2TH l�'alsh Ranch — Quail Valle} — Plamiing Area SD— (PASD) STANDARD C17'Y COn'DIT[ONS — DEVELOPER A\uAI2DEU YROJCC'IS City Project No 105`i I 1 Revised Januery 31, 2012 00G219-3 MA[NTENANCE E30ND Page 3 of 3 1 IN WITN�SS WH�REOF, the Principal and the Sw�ety have each SIGNED and SEALED this 2 instrument by duly authoi•ized agents and officei•s on this the 3rd day of June 3 , 20?`J 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 ATTEST: � �„�i,i.�,_. �"}��i�.r_�,,,�__ (S urety) S ecreia�y �� . ��,.a � �, �� : ��.� `�. Witness to Surety � � � PRINCIPAL Mac•i�a ola ons E avatin�. Inc. BY: �� Signatui•e Harlen Jones, Vice President Name and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America B Y: --�}0�/t-t��v�. r l� 1� �ignature Sophinie Hunter, Attorney-in-Fact Name and Title Addt'ess: One Tower Square, S102A Hartford, CT 06183 Telephone Number: 2�4-9ss-0000 33 *Note: If signed by an officer of the Surety Company, there must be on file a cei-�ified 34 extract from the by-laws showing that this pej•son has authority to sign slich 35 obligation. If Surety's physical address is different from its mailing address, 36 37 38 39 both must be provided. The date of the bond shall not be prior to the date the Conti•act is awa►•ded. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area �D —(PASD) STANDARD CITY CONDIT[ONS — DEVELOPER AWARDED PROJECTS City I'roject No. 10551 I Revised January 31, 2012 Stephen Scott, Vice President ��.� Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS � St. Paul Fire and Marine Insurance Company pOWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut {herein collectively cailed the "Companies"), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DAILAS , Texas , their true and lawful Attorney(s}-in-Fact to sign, execute, seai and acknowledge any and al! bonds, recognizances, conditional undertakings and other writings obligatory in the naiure thereof on behaif of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing ihe performance of contrects and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. at. � ti�':"µ-�-?'y � ,��- °"° � r�rF'>F.� � <� ��tRTfi}�. �� }` HAtiif�if?f5, �+ � �r�r".fi,�.".f� $�.'�Gt�9;�.� � ' Ct�,'!tr`. � w `� �� ,��..,�; �� a 1 Kaa yf � �r' � �' �� ..' State of Connecticut City of Hartford ss. � `�' ��'" ,/ ey: ,.�� - Robert L. Rane�enior Vice President On this the 21st day of April, 2021, before me personally appeared RoberE L. Raney, who acknowiedged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized o�cer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expi�es the 30th day of June, 2026 .�,�ta'�`�'+�.�� j S �'y..�- `"<i' �r.ti �i�'ff/�`[+'�a V ✓�� g fsptbliY ^ i iY x �YA i � ` �''�"`�c ` � Anna P. Nowik, Notary Public . : ,� y ,. '�y4"r,kEc; ;�,'� Tfiis Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the 1"reasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as tais or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is fifed in the office of fhe Secretary; and it is FURTHER RESULV�D, that any bond, recognizance, contract of indemnity, or writing obiigatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; end it is FURTHER RESOLVED, that the signature of each of the following o�cers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obfigafory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimi►e signature or facslmile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the fut�re with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in fuil force and effect. Dated this day of , . y,.;.rtwt� 4te.i;y ��ss,,>.�.,� �,� a ,�}�:�N, s � f'� �`i'� � � 4 { t`� # �f tu�or� � a " � fwir�.� �' ecr�ua"t�• w ��.�tt,, cact.��+ � c��ra, o �� +�' Y`�"., y. ��i�S' >y�.� /Lg, $ �Vaav,aas�'� �./' !$' }''� G I�ni E Hughes, Assif �cretary to verify the authenticity of this Power ofAttorney, p/ease ca// us at 1-800-421-3850. P/ease refer to the above-named Attorney(s)-in-Fact and the detai/s of the bond to which this PowerofAttorney is attached, �y� �,,, . �� &� Il�IP��TA.l�'I' N�']�IC� TO O�TAIN INFORII'�ATION (�R MAKE A COIYaPLAINT: You may contact Travele�s Casualtv and Suretv Com�anv of America , fo�' information oi' to make a coinplaint at: Travelers Bond Attn: Claims One Tower Sc�uare, S102A Hartford, CT 06183 1-800-328-2189 You may contact the TeYas Department of Insurance to nbtain the information on compariies, coverages, rights or complaints at: Texas Department of Insw•ance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR EOND. This notice is for inforination only and does not become a part oc a condition ofthe attached document and is givzn to comply with Section 2253-021, Government Code, and Section 53.202, Propei�ty Cade, effective Septembei• I, Z001. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS C'] I Y(_>h tc 1Ft 1 41�(_1K 1H ��al,.li ftanch —�}u<iil Vallcp — Planni�ig Ar�a 5L1— il'ASL�) ST;1�U;1kUCONtiTRUL'Tl�?NSPECIFIL�'1T[[1VU(]C'U�IEVTS UEVE:L[)PER,�11h�r�RDERPROJEC�TS L'in�ProjcctVo,lf);SII Rcviscd A4ari:h tn, 2ta?o STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1— Definitions and Terminology ................................................................. 1.01 Deiined Terms ...................................................................................... 1.02 Terminology ......................................................................................... Article2 — Preliminary Matters ...........................................................................................................................6 2.01 Before Starting Construction ..........................................................................................................6 2.02 Preconstruction Conference ............................................................................................................6 2.03 Public Meeting ................................................................................................................................6 Article 3— Contract Documents and Amending .................................................................................................6 3.01 Reference Standards ........................................................................................................................6 3.02 Amending and Supplementing Contract Documents ....................................................................6 Article 4— Bonds and Insurance .......................................................... 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 .................................................... ...7 ...7 ...7 ...7 ...9 .12 Article 5 — Contractor's Responsibilities ..........................................................................................................12 5.01 Supervision and Superintendent ...................................................................................................12 5.02 Labor; Working Hours ..................................................................................................................13 5.03 Services, Materials, and Equipment ............................................................................................13 5.04 Project Schedule ............................................................................................................................14 5.05 Substitutes and "Or-Equals" .........................................................................................................14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) .......................................16 5.07 Concerning Subcontractors, Suppliers, and Others .....................................................................16 5.08 Wage Rates ...................................................................................................................................18 5.09 Patent Fees and Royalties .............................................................................................................19 5.10 Laws and Regulations ...................................................................................................................19 5.11 Use of Site and Other Areas .........................................................................................................19 5.12 Record Documents ........................................................................................................................20 5.13 Safety and Protection ....................................................................................................................21 5.14 Safety Representative ...................................................................................................................21 5.15 Hazard Communication Programs ...............................................................................................22 5.16 Submittals ......................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee ............................................................................23 Page ..................................1 ..................................1 ..................................5 C'Tf Y(_>h 1-c )F{ 1 41� (_lx l H �ti�al�h KancJi — Quai] Vellc}� — Planning.4ma Sll — iPASU? ST;1�U;1RDC�ONtiTRUL'Tl�?NSPECIFIL�'1T[[1VU(]C'U�IEVTS UEVE:L[�PER,�11h�r�RDERPROJEC�TS C'in�ProjcctVo,1I);SII Rcviscd A4ari:h tn, 2ta?o 5.18 Indemnification ................................................... 5.19 Delegation of Professional Design Services ...... 5.20 Right to Audit : .................................................... 5.21 Nondiscrimination ............................................... Article 6- Other Work at the Site ...... 6.01 Related Work at Site....... Article 7 - City's Responsibilities . .......................................... 7.01 Inspections, Tests, and Approvals ........................ 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8- City's Observation Status During Construction .... 8.01 City's Project Representative .............................. 8.02 Authorized Variations in Work ........................... 8.03 Rejecting Defective Work .................................. 8.04 Determinations for Work Performed .................. Article 9- Changes in the Work .................................................... 9.01 Authorized Changes in the Work .............................. 9.02 Notification to Surety ................................................. Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price .......................................... 10.02 Change of Contract Time .......................................... 10.03 Delays ......................................................................... ............................. ............................. ............................. ............................. ............................. ............................. ............................. ........................... ............................. Article 11 - Tests and Inspections; Correction, Removal or Acceptance ofDefective 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 ....................................................................... Article12 - 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 .................................................................... ....................24 ....................24 ....................25 ....................25 ....................26 ....................26 .....................26 .....................26 .....................26 .....................27 .....................27 .....................27 .....................27 ....................27 .....................28 .....................28 .....................28 .....................28 : : : : ....29 ....29 ....29 ....29 ....30 ....30 ....30 ....30 ....31 .....................32 .....................32 .....................32 .....................32 .....................3 3 .....................33 .....................3 3 Article14 - Miscellaneous ................................................................................................................................34 14.01 Giving Notice ................................................................................................................................34 C'Tf Y(_3h tc 1K 1 1�'I iR"l H �ti�nlsh ftanch -�}uail Vallcy - Planning Ana �ll - iP.45u i ST;1�U;1RDC�ONtiTRUL'Tl�?NSPECIFIL!lT[[1VU(1��Li�1E.VTti [1Et�E.LCIPER,�11h�r�RDERPROJEC�TS L'in�ProjcctVo,1I);SII Rcviscd A4ari:h tn, 2ta?o 14.02 Computation of Times ..... 14.03 Cumulative Remedies ....... 14.04 Survival of Obligations .... 14.05 Headings ............................ 34 34 35 35 C'] I Y(_>h tc 1K 1 41� (_1K l H �ti�alsli ftanch —�}uail �'allcy — Planni�ie Ar�a 5ll — iP'A5L1;� ST;1�U;1RDC�ONtiTRUL'T[DNSPECIFIL�'1T[[1VU(]C'U�IEVTS UEVE:L[)PER,�11h�r�RDERPROJEC�TS L'in�ProjcctVo,lf);SII Rcviscd A4ari:h tn, 2ta?o 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 Te�ms 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 orforms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Wark 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calenda� Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) - A Contract between the Developer and the City for the Consti^uction of one or more following public facilities within the City public right-of- way or easement.• Water Sanitary Sewer Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contr�act—The entire and integrated written document incorporating the Contract Documents between the Develope�; Contractor; and/or City concerning the Work. The Contr�act supersedes prior negotiations, representations, or agreements, whethe� 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 gene�al conditions of the Develope�, including: a. An Agreement C'Tf Y I>h rL1K l W'UR l H �t�,�l�h ftanch - Uuail Vallcy - I'lanning .3r�a t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 � c. d. e. f. g• h. i. 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 Contractar submittals, and the reports and drawings of subsurface and physical conditions are notContract Documents. 10. Contracto� The individual or entity with whom Developer has entered into the Ag�^eement. 11. Day or day — A day, unless other�wise defined, shall mean a Calendar Day. 12. Developer — An individual o� entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional sei^vices for the Developer. I5. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Cont�act Documents has been completed to the satisfaction of the City. C'Tf Y I>h rL)K f 14'U1t l H �t�,ilsh Kanc�h — Uuail Vallc.� — I'lanning Ana tll — f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to ver� that the Contr�actor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the ContractDocuments. 17. General Requirements A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and cou�ts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change O�der A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Wo�k o� an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 22. Pa�ticipating Change Order A document, which is prepa�ed for and approved by the City, which is signed by Contractor, Develope�, and City and authorizes an addition, deletion, or revision in the Work o� an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 23. Plans — See definition of Drawings. 24. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project—The Wo�k to be performed under the ContractDocuments. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of theProject. 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. Sa�nples Physical examples of rnaterials, equipment, or woNkmanship that a�e representative of some portion of the Work and which establish the standards by which such portion of the Workwill bejudged. C'Tf Y I>h rL1K f 14'U1t l H �t�,�l�h ftanch - Uuail Vallcy - I'lanning .3r�a t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals A schedule, prepared and maintained by Contractor of required submittals and the time requirements to support scheduled performance of Nelated construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Wo�k is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City o� Developer which a�e designated fo� the use of Contractor. 32. Specifications—That part of the Cont�act Documents consisting of w�itten require�nents for materials, equipment, systems, standards and wo�kmanship as applied to the Work, and ce�tain administr�ative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of eachProject. 33. Standa�d City Conditions — That part of the Contract Documents setting fo�th requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Cont�actor or with any other Subcontractor for the performance of a part of the Work at theSite. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or inforination 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 Cont�actor who is available at all times and able to receive instructions f�o�n the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier A manufacturer, fabricator, supplier distributor materialman, or vendor having a direct contract with Contractor or with any Subcontractor to fu�nish mate�ials or equipment to be inco�porated in the Work by Contractor orSubcontractor. 39. Underground Facilities All unde�ground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, o� other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water other liquids or chemicals, or tra�c o� other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a.m. and ending at S: DD p.m., Saturday, Sunday or legal holiday, as app�oved in advance by the City. CTI Y UF FCrlt f WUR7 H �t�,ilsh Kanc�h — C�uail Vallc}� — Planning Ana Sll — f PA5U1 5Tr11�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the va�ious separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, se�vices, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the ContractDocuments. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the perfo�mance of the principal unit of wo�k undenvay fo� a continuous period of not less than 7 hours bet►veen 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 ward "defective," when modifying the word "Work," refers to Wark 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: L The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the ward "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. C'Tf Y I>h rL)K f 14'U1t l H �t�,�l�h ftanch - Uuail Vallcy - I'lanning .3r�a t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 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 Contractar 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 ContractDocuments. 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 ContractDocuments. 3.02 Amending and Supplementing ContractDocuments 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 followingways: 1. A Field Order; CTI Y UF 1-�Crlt f WUR7 H �t�,ilsh Kanc�h — C�uail Vallc.� — I'lanning Ana tll — f PA5U1 5Tr11�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 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 InsureNs All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accardance 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 and4.02.C. 4. 03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. C'Tf Y UF 1-�Crlt f WUR7 H �t�al�li Itanch — Quai] W`allc.� — Plaoning Ama Sll — f PA5U1 5Tr1�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJEC�TS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements ar 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 C'Tf Y I>h rL)K I W'UR I H �t�,ilsh Itanc�h - Uuail Vallcy - I'lanning .�na t11- f PA5U1 5Tr1�C1:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 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 far 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 ar 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 C'TfYI>hrL1Kl W'URIH »�alshltanc�h—UuailVallcy—I'lanning.�nat11—fPA5U1 ST,��C�:1RD CONSTRUCT'IUN tiPEC IFIi_ :�Tlt>V D<)s_�Li�1EVLti [1Et� E.LGPEft A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits oi a. $1,000,000 eachoccurrence 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 j ob 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 beliable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the followingamounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired andnon-owned. C'Tf Y I>F FL1K f 14'UR7 H �t�,il�h Kanch - Uuail Vallcy - Planning .4r�a 511- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 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 wark or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the followingrequirements: 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: N O N E 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, ar 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 speciiied herein likewise relate to the Contractor's use of private and/ar construction access roads crossing said railroad company's properties. 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 railroadproperty: a. General Aggregate: b. Each Occurrence: : NONE 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- C'Tf Y I>h rL)K I 1�'U1t l H �t�,il�h ftanch - Uuail Vallcy - I'lanning .3r�a t11- f PASu1 5Tr1�C1:1RD CONSTRU["TIC1N SF�EC�IFIC hT[C1V pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repairwork performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.OS 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 S.Ol 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 C'Tf Y I>h rs )K I�'UR l H 13�,ilsh Itanch —(,1uai1 Vallcy — I'lanning Ana {L} — il'ASl)1 5Tr1�C1;�RUC'[1NSTKl.iCTl�:1N SPECIFIt_ \Tl{_fV D()1_�l_i41EVTi I1E:t�E.L[1PERAW'�1RDEDPROJECTS C'itvPrajcctVti, 1[)5511 Rcvi�at P4ari:h �[�, 2G °fF 00 73 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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; Wo�king 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 arder at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site ar 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 precedingThursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. S. 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. C'Tf Y I>h rL1K f 1�'UR I H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning .3r�a t11— f PA5U1 5Tr1�C1:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 C. All materials and equipment to be incorparated 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. S. 04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accardance 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 byparticipating change orders. S.OS Substitutes and "Or-Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal " Items: If in City's sole discretion an item of material ar 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 ar equipment will be considered functionally equal to an item so named i£ 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 C'TI Y UF 1-�Crlt f w'U1t l H �t�,il�h ftanch - U�iail Vallcy - Planning .4r�a 511- f PA5U1 5Tr11�D:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 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 iinal 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 subj ect 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 C'Tf Y I>h rL)K f W'UR l H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning .�na t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractar shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph S.OS.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs S.OS.A and S.OS.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them fi^om and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials orequipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs S.OS.A.2 and S.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contracto�'s Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Cont�actors and Subcontractors) A. The Contractar and any subcontractors are required to be prec�ualified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CTI Y I>h rL)K I W'UR I H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning Ana t11— f PA5U1 5Tr1�C1:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ 1/ Required for this Contract. (Check lhis box ifi there is any Ciry Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, ar files in the possession of the Contractar 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, ar other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract C'TI Y I>h rL)K f 14'U1t l H �t�,ilsh ftanch - Uuail Vallcy - I'lanning .�na t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. S. 08 Wage Rates ❑ Required for this Contract. � Not Required for this Contract. A. Duty to pay P�evailing 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 llth 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 enfarced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and C'Tf Y I>F FL)K I W'UR I H �t�,il�h Kanc�h — Uuail Vallc.� — I'lanning .�na tll — f PA5U1 5Tr1�C1:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 shallbe 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, Contracto� shall indemn� and hold harmless City, fi�om 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 arbit�ation or other dispute Nesolution costs) arising out of o� relating to any infi�ingement of patent rights or copyrights incident to the use in the performance of the Wo�k or resulting from the incorporation in the Work of any invention, design, process, product, or device not spec�ed 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. 511 Use of Site and OtherAreas A. Limitation on Use of Site and OtheNAreas: 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 C'Tf Y I>h rL)K f 1�'U1t l H »�alsh ftanch - Uuail Vallcy - I'lanning .4r�a t11- f PA5L�1 5Tr1�C1:1RD CONSTRU["T'IC1N SPEC IFIC r�T[t1V pOCtf;41EVT5 DEk'ELGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 ar occupant because of the performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim. 4. Pursuant to Paragraph 518, Contractor shall indemnify 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 againstCity. B. Removal of Debrzs During Performance of the Work.• During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning.• 24 hours after written notice is given to the Contractor that the clean- up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Str�uctures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endangerit. 512 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 C'TI Y I>h rL)K f W'UR l H �t�,il�h ftanch - Uuail Vallcy - I'lanning .3r�a t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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 imbeddeditems. 513 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 514 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CTI Y UF 1-�Crlt f WUR7 H �t�,�l�h ftanc�h — Uuail Vallc.� — I'lanning .4r�a 511— f PA5U1 5Tr11�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 515 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 516 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the ContractDocuments. 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 far the limited purposes required by Paragraph5.16.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. C'Tf Y I>h rL)K f 14'U1t l H �t�,ilsh Kanc�h — Uuail Vallcy — I'lanning Ana t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 517 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 causedby: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the ContractDocuments: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or finalpayment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or C'1�fY UF 1-�Crlt f WUR7 H �t�al�li Ranch — cluai] W`allc.� — Plaoning Ama Sll — f PA5U1 5Tr11�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER AW'�1RDED PROJEC�TS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 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 wark 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 ofactions. 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 properry 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. 519 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. C'Tf Y I>h rL1K f 14'U1t l H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning .�na t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Cityfunds 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. C'Tf Y I>h rL1K l W'UR I H �t�,ilsh Kanc�h — C�uail Vallc.� — I'lanning Ana tll — f PA5U1 5Tr1�C1:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RDED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 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 wark with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Wark 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, ar otherwise altering such wark; 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 Wark except for latent defects in the wark 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 far Contractor's failure to perform the Work in accordance with the ContractDocuments. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. C'Tf Y I>h rL)K f W'UR l H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning .�na t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the ContractDocuments. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the ContractDocuments. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. C'TfY I>F FL1Kf 14'UR7 H �t�,il�h Kanch -U�iail Vallcy - Planning.4r�a 511- fPA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 8.04 Determinations for WorkPerfor�ned Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9— CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work ar 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 ContractPrice 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 anticipatedproject. C'Tf Y I>h rL)K f 14'U1t l H �t�,ilsh Itanc�h — Uuail Vallcy — I'lanning .�na t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.O1 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11. 03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coardinate 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 anegative result and require a retest. CTI Y UF 1-�Crltf WUR7 H �t�,il�h ftanch -U�iail Vallcy - Planning.4r�a 511- fPA5U1 5Tr11�D:1RD CONSTRUCTICIN SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Wark, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract C'1�fY UF 1-�CrR f WUH l H �t�,il�h ftanc�h — Uuail Vallc}� — I'lanning .�na t11— f PA5U1 5Tr11�D:1RD CONSTKI!i_ T Ic_fN tiPEC IFIi_ :�Tlt_�V [x)1_�Li�1EVTti DE:t� E.LGPEft A1�1�,1RIiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G °(i 00 73 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 ar replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are C'Tf Y I>h rL)K f W'UR l H �t�,ilsh Kanc�h — Uuail Vallcy — Planning .�na t11— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractar 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 Contractar, 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 ContNactor's Warranty of Title Contractor warrants and guarantees that title to all Wark, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: C'TfY UF FCrltf WUR7 H �t�,il�h Kanch -C��iail Vallc.� - PlaoningAma Sll- fPA5U1 5Tr11�D:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 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 Wark is incomplete or defective. Contractar shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to FinalAcceptance; 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 ar 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 C'Tf Y I>h rL)K f W'UR l H �t�,il�h ftanc�h - Uuail Vallcy - I'lanning .�na t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 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, Contractar 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 nar become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14. 01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation far whom it is intended; ar 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 otherparty. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receivingparty. 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. C'Tf Y I>F FL1K f 14'UR7 H �t�,il�h Kanch - Uuail Vallcy - Planning .4r�a t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF 00 73 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14. 04 Sur-vival 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. C'Tf Y I>h rL)K f W'UR l H �t�,il�h ftanc�h - Uuail Vallcy - I'lanning .�na t11- f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPEft A1�1�,1RLiED PROJECTS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF oi lioo-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 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract ll 2. Division 1- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing a111abor, materials, and equipment, and performing 20 all Wark necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 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 speciiically 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. C'Tf Y I>h rL)K f W'UR l H �t�al�li Ranch — cluai] W`allc.� — Planning .4r�a 511— f PA5U1 5Tr1�C1:1RD CONSTRU["T'IC1N SpEC IFIC hT[tlV pOC�LI4IE:VTS IIEVE.LGPER AW'�1RDED PROJEC�TS C'itv Prajcct Vo, 10{51 I Rcvi�at A�tarch 20, 2G?fF oi ii oo-z DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. ll 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 Wark 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 speciiically provided in the proposal. C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vc7llc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED� 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 SECTION O1 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure far requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteriaor defned 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 Specifcation 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 L 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 Specifcations 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 detertnined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting speciiied requirements, or other factors beyond control ofContractor; or, C]'11' C1F' t'CiK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vc7llc.�— PlanningArca Sll— ll'ASLI) ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 � c. 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name ar tag number assigned to ariginal product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of speciiied 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. C]'1 1' C1F' t'CiK'I 1�'GR'1'H lti'nl.h Itan4h —[wluai] W`�llcy — Planning Arca Sll — il'ASUj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ 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] 1J CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 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 �'rrt of roKr w�oxrrt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE SUMMARY OF CHANGE 1ti�al.h Nanch —�lu�il Vallc}�— PlanningAria {ll— lPA5Ll1 DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I O1 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXffiBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the speciiied item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Address Date Telephone For Use by City: Approved Citv Not recommended Received late By Date Remarks Date Rej ected C]'1 1' C1F' t'CiK'I 1�'GR'1'H \i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION O1 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification L No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attendingmeetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives £ Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description ofProject c. Status of right-of-way, utility clearances, easements or other pertinentpermits 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 L 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 C']'I'1' C1F' t'OK'1' 1h'GR'1'H �i':ilsh Ranch —�lu�iJ Vallc.�— PlanningAria tll— ll'ASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C'1'I'1' C1F' t'OK'1' 14'OR'1'H 1ti�nlsh Nanch —�lu�il Vallc.�— PlanningArca Sll— lPASLI) ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013216-1 DAP CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION O1 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - 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 Specification 1. None. C. Related Specifcation 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. M asurement 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. Definitions b. c. d. e. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration pro� ects Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects Tier 4- Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with longdurations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 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. C]'I Y UF' t'CiK'I 1�'GR'1'H 1� alah Kanch —�lu�il Vallc.� — Planning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFIC:lTIt_�v [x)c_�U,w1E.VYti DE�'E.L�)PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 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 work 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. 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 City, make some ar 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 eliminate the backlog ofwork 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 1eve1 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. C']'I Z' UF' t'CiK'I 1�'GR'1'H ��`alsli Ranch —�lu�il Vallc.� — I'Ianning Arca {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C �Tlt_�V [x�c_�U,w1EVT� DE:�� ELC�RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013216-3 DAP CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified inthis 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 all 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 network will not be the basis for a change therein. 1. 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 before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submittedwithin the foregoing time limit. b. From time to time, it may be necessary far 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 bis 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. 2. 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 eitherthe Contractor or the City. 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 theproject. C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013216-4 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 Where work is to be performed under this Contract concurrently with or contingent upon work 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. 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 justiiication 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. C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 meetingthe standard of care for the construction industry for similarprojects. 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION �NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C']'I Y UF' t'CiK'I 1�'GR'1'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION O1 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developerprojects. 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 L2 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] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] C']'1 1' C1F' t'OK'I 1�'GR'1'H 1� alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC YFIc �t i lt_�V [x)c_�U,w1E.VYti DE�'E.L�)PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C']'I Y UF' t'CiK'I 1�'GR'1'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within thetime specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication � 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. C']'11' C1F' t'CiK'I 1�'GR'1'H ��`alsli Itanch —�lu�iJ Vallc.� — I'Ianning Aria tll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C �Tlt3V U�1C�U41EVT� DE:�� ELC�RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1 1 11 1: C 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Fie1d measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certiiication Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/z inches x 11 inches to 8'/z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions C]'11' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.�— PlanningAria {ll— lPASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-3 DAP SUBMITTALS Page 3 of 8 F 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals ll. An 8-inch x 3-inch blank space for Contractor and City stamps Shop Drawings As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Wark Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on theProject. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily 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 C]'I Y UF' t'CiK'I 1�'GR'1'H 1;'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C;�Tlt_�V [x)c_�U,w1E.VYti DE�'E.L�)PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not confarm to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) C']'1 1' C1F' t'OK'I' 1�'GR'1'H titi`alsh Nanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specifed. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the Ciry 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 C]'I Y UF' t'CiK'I 1�'GR'1'H lti'nl.h Itan4h—[wluai] 4`allc�— PlanningArca Sll— iPASUj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the fnal product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a differentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractar's risk if not marked L c. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be perfarmed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. C']'1 1' C1F' t'OK'I' 1h'GR'1'H \i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the Ciry. 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 Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 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 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] 1J 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] C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 12/20/2012 D. Johnson SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days C1 I Y UF 1-OR f w'UR1 H tit�,ilsh Ranch —�luail Vc7llc.� — Planning Arca Sll — iPASLI) ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION Ol 35 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blue is for information or guidance. Remove all blue text in the fznal project document.J 4 PART1- GENERAL 5 1.1 SUMMARY 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A. Section Includes: L The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Coniined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. £ Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking l. {Coordination with North Central Texas Council of Governments Clean Constr�uction Specification [remove if not requiredJ} B. Deviations from this City of Fort Worth Standard Specification 1. None. 23 C. Related Speciiication Sections include, but are not necessarily limited to: 24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 REFERENCES 29 30 31 32 33 34 35 36 37 1.3 38 39 40 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): C]'1 1' C1F' t'CiK'I' 1�'GR'1'H �i'alsh Kanch —�lu�il Vc7llc.� — I'Ianning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC YFIc �tTlt_MV UUc_�U,w1EVT� DEt'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 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 2 3 � 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines Work within 6 feet of high voltage electric lines a. Notiiication shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other coniined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 E. Water Department Coordination C']'I'1' C1F' t'OK'1' 14'GR'1'H 1ti�nlsh Nanch —�lu�il Vc7llc.�— PlanningAria {ll— lPASLIj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 coardinate 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 sha11 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 consiruction 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) Ciry 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 fl 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 a11 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. C]'I Y UF' t'CiK'I 1�'GR'1'H \i'al.h Kanch — Qu�iJ W',illc}� — I'Ianning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C �Tlt_MV U�1t�U�1EVT� DE:t'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � 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) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates £ Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. 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.} C1 fY Crf r�OK f W'UR�tH lti'nl.h Itanch —[wluai] W`allcv — Planning Arca Sll — iPASUj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED� 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1J 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. C]'1 1' C1F' t'CiK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) 2 3 4 5 6 7 s 9 10 11 12 13 Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: � 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 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.> �C].C7 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL C']'I Y UF' t'CiK'I 1�'GR'1'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 FORT WORTH �: DOE I'!O. XXXX Project llame: I�IOTICE 4F ?EMPORARY WA1ER SERVICE II�ITERRtIPTIOI�i DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND . IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 . - --- ----__ _ 4 C']'I Y UF' t'CiK'I 1�'GR'1'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment ofall Quality Control testing. b. Ciry is responsible for performing and payment for first set of Quality Assurance testing. 1) If the iirst Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all requiredpayments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, suff'iciently 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. C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 City's document management system. C']'I Z' UF' t'CiK'I 1�'GR'1'H \i'al.li Kanch -�lu�il Vallc}� - I'Ianning Arca {ll - ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies ar 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. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired C']'1 1' C1F' t'OK'I' 1h'GR'1'H 1ti',ilsh Nanch —�luai] W`�llc}� — Planning Ana Sll — lPASLI) ST;1�U,1RU CCENtiTkUC'TION SF'EC IFIc �tTlt_�V [�OC�U,w1EVT� DEt'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015000-2 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 service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractorpersonnel 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 ofhealth. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughoutProject. 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. P1ace 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 C']'1 1' C1F' t'CiK'I 1h'UR'I'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFIC'>>T[[_�V C�OCUti1EVTS nE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on-ca11 at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damagedue to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3S [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD �oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities C]'11' C1F' t'CiK'I 14'OR'I'H 1ti�nlsh Ranch —�luail Vc7llc.�— PlanningArca Sll— lPASLI) ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C �T[t �V U�1C�U41EVTi DE:4'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 Wark. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME �•rrt oF roKr w�oxirt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE SUMMARY OF CHANGE �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I 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 PART 1 - 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 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 trafiic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Trafiic Control Plans to City Transportation and Public Works Department. C']'1 1' C1F' t'CiK'I 1�'GR'1'H �i',ilsli Nanch — Qu�iJ W',illc.� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised trafiic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffc Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 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 C']'1 1' C1F' t'OK'I' 1h'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE C']'I'1' C1F' t'OK'1' 14'GR'1'H 1ti�nlsh Nanch —�lu�il Vallc.�— PlanningAria {ll— lPASLIj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015713-1 DAP STORM WATER POLLUTIONPREVENTION Page 1 of 3 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related 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 L2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. C']'I'1' C1F' t'OK'1' 1h'GR'1'H 1i'al.h Kanch —�lu�iJ Vallc}�— I'IanningAria tll— ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFIC',�T[[_�V C�OCU4IEVTS nE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE Ol 57 13 - 2 DAP STORM WATER POLLUTIONPREVENTION 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) GeneralConstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discbarge Elimination System (TPDES) GeneralConstruction 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 Submit in accordance with Section O1 33 00, except as statedherein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division forreview C'1'I'1' C1F' t'OK'1' 14'OR'1'H ��`alsh Kanch —�lu�iJ Vallc.�— PlanningAria tll— ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 01 57 13 - 3 DAP STORM WATER POLLUTIONPREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section O1 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C']'I'1' C1F' t'OK'1' 1h'GR'1'H �i',ilsh Nanch —�lu�iJ Vc7llc.�— PlanningAria {ll— lPASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 015813-1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.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 accardance with City's Standard Details for project signs. C1 fY UF r�OR l w'GR I H 1� :ilsli Ranch —�lu�il Vallc.� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C;�Tlt_�v [x)c_�U,w1E.VTti DE:�� E.LC�PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 58 13 - 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 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 58 13 - 3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised for DAP application C']'I'1' C1F' t'OK'1' 1h'GR'1'H �i':ilsh Ranch —�lu�iJ Vallc.�— PlanningAria tll— ll'ASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O 1 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httas://apns.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. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section Ol 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] C'1'1'1' UF' t'CiK'I 1h'GR'1'H �i'alsh Kanch —�lu�il Vallc.�— PlanningAria tll— ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O 1 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 10/12/12 D. Johnson 4/7/2014 03/20/2020 SUMMARY OF CHANGE Modified Location of City's Standard Product List M.Domenech Revised for DAP application Removed reference to Buzzsaw and noted that the City approved products list is D.V. Magana accessible through the City's website. C']'I'1' C1F' t'OK'1' 1h'GR'1'H �i',ilsh Nanch —�lu�iJ Vallc.�— PlanningAria {ll— lPASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE oi6600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - 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 Specifcation 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 timelyinstallation 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. C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 Work 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 Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's ProjectRepresentative. 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 ofpremises. 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 iire 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. C']'I Z' UF' t'CiK'I 1�'GR'1'H \i'al.li Kanch —�lu�il Vallc}� — I'Ianning Arca {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 [ox] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION C]'1 1' C1F' t'CiK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 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 C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE oi�000-i DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: b. c. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. Demobilization 1) Transportation of Contractar'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 Mobilization and Demobilization do not include activities for speciiic items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for theContractor'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 proiits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization C']'11' C1F' t'OK'I' 1�'GR'1'H 1� alsh Kanch —�lu�il Vallc.�— PlanningArca Sll— lPASLI) ST;1�U,1RU CCENtiTkUC'TION SF'EC IFIc �tTlt3V [x)c_�U,w1EVT� DE�'E.L�)PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE oi �o 00 - a 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 Wark Order 2) Demobilization shall consist of the activities and cost necessary for: a) b) c) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order Site Clean-up for each issued Work Order Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work far which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization far 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 L Mobilization and Demobilization a. Measure c. � 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in theContract 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. 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) No payments will be made for standby, idle time, or lost profits associated this Item. C]'I Y UF' t'CiK'I 1�'GR'1'H \i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost proiits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents � c. � Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. 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) No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents � c. � 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. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) 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] l'] I Y UF rOK l w'GR 1 H ��`alah Kanch —�luail Vc7llc.� — Planning Arca Sll — lPA5Ll1 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017000-4 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 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised far DAP application �•rrt oF roKr w�oxirt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE �� al~li Kanch - Qu�iJ W',illc}� - I'Ianning Arca {ll - ll'ASLl7 DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 SECTION O1 7123 CONSTRUCTION STAKING AND SURVEY A.Section Includes: l. Requirements for construction staking and construction survey 7 8 B.Deviations from this City of Fort Worth Standard Specification 1. See Changes (Highlighted in Yellow). 9 C.Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 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. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 1.3 REFERENCES 39 A.Definitions C']'I Z' UF' t'CiK'I 1�'GR'1'H \i'al.li Kanch —�lu�il Vallc}� — I'Ianning Arca {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 1. 2 3 4 2. 5 6 3. 7 8 9 10 4. 11 12 13 14 15 16 17 18 19 20 21 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 24 (qualifications based selection) for this project. 25 1.5 SUBMITTALS 26 A. Submittals, if required, shall be in accordance with Section O1 33 00. 27 B. All submittals shall be received and reviewed by the City prior to delivery of work. 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 29 A.Field Quality Control Submittals 30 1. Documentation verifying accuracy of field engineering work, including coordinate 31 conversions if plans do not indicate grid or ground coordinates. 32 2. Submit "Cut-Sheets" conforming to the standard template provided by the City (refer to O1 33 71 23.16A1— Attachment A— Survey Staking Standards). 34 35 1.7 CLOSEOUT SUBMITTALS 36 B. As-built Redline Drawing Submittal 37 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 38 constructed improvements signed and sealed by Registered Professional Land Surveyor 39 (RPLS) responsible for the work (refer to O1 71 23.16.01 — Attachment A— Survey Staking 40 Standards) . Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. As-built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one 2 (1) week prior to scheduling the project final inspection for City review and comment. 3 Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to 4 the City prior to scheduling the construction final inspection. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 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 A.Construction Staking 1. Construction staking will be performed by the Contractor. 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 de�cient 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 sha11 perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible far 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. C']'I Y UF' t'CiK'I 1�'GR'1'H �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 l. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as-built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) � Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i)Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. C]'11' C1F' t'CiK'I 1�'GR'1'H 1�'al.h Kanch —�lu�il Vallc}�— I'IanningAria tll— ll'ASLI) ST;1�U,1RU CCENtiTkUC'TION SF'EC YFIc �t i lt_�V [x)c_�U,w1E.VYti DE�'E.L�)PER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 2 3 4 5 6 7 F:3 0 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 112 WARRANTY 11 PART 2 - PRODUCTS 12 A.A construction survey will produce, but will not be limited to: 13 1. Recovery of relevant control points, points of curvature and points of intersection. 14 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently 15 permanent and located in a manner to be used throughout construction. 16 3. The location of planned facilities, easements and improvements. 17 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, 18 utilities, streets, highways, tunnels, and other construction. 19 b. A record of revisions or corrections noted in an orderly manner for reference. 20 c. A drawing, when required by the client, indicating the horizontal and vertical location 21 of facilities, easements and improvements, as built. 22 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 23 construction staking projects. These cut sheets shall be on the standard city template which 24 can be obtained from the Survey Superintendent (817-392-7925). 25 5. Digital survey files in the following formats shall be acceptable: 26 a. AutoCAD (.dwg) 27 b. ESRI Shapefile (.shp) 28 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard 29 templates, if available) 30 6. Survey files shall include vertical and horizontal data tied to original project control and 31 benchmarks, and shall include feature descriptions 32 PART 3 - EXECUTION 33 31 INSTALLERS 34 35 36 37 38 39 40 A.Tolerances: 1. 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. C]'I Y UF' t'CiK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vcillc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 a. Earthwark: Grades for earthwark or rough cut should not exceed 0.1 ft. vertical 2 tolerance. Horizontal alignment for earthwark and rough cut should not exceed 1.0 ft. 3 tolerance. 4 b. Horizontal alignment on a structure shall be within .O.lft tolerance. 5 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways 6 shall be located within the confines of the site boundaries and, occasionally, along a 7 boundary or any other restrictive line. Away from any restrictive line, these facilities 8 should be staked with an accuracy producing no more than O.OSft. tolerance from their 9 specified locations. 10 d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric 11 lines, shall be located horizontally within their prescribed areas or easements. Within 12 assigned areas, these utilities should be staked with an accuracy producing no more than 13 0.1 ft tolerance from a specified location. 14 e. The accuracy required for the vertical location of utilities varies widely. Many 15 underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be 16 maintained. Underground and overhead utilities on planned pro�le, but not depending 17 on gravity flow for performance, should not exceed 0.1 ft. tolerance. 18 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 19 specifications or in compliance to standards. The City reserves the right to request a calibration 20 report at any time and recommends regular maintenance schedule be performed by a certified 21 technician every 6 months. 22 23 24 25 26 27 28 29 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 31.A. 2. Vertical locations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 APPLICATION 33 3.5 REPAIR / RESTORATION 34 A.If the Contractor's work damages or destroys one or more of the control monuments/points set by 35 the City or Developer's Project Representative, the monuments shall be adequately referenced for 36 expedient restoration. 37 1. Notify City or Developer's Project Representative if any control data needs to be restored or 38 replaced due to damage caused during construction operations. 39 a. Contractor shall perform replacements and/or restorations. 40 b. The City or Developer's Project Representative may require at any time a survey 41 "Field Checl�' of any monument or benchmarks that are set be verified by the City 42 surveyors or Developer's Project Representative before further associated work can 43 move forward. C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vc7llc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [oR] SITE QUALITY CONTROL 3 A.It is the Contractor's responsibility to maintain all stakes and control data placed by the City or 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3`d party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 39 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] 14 15 16 17 18 19 20 DATE 8/31/2012 8/31/2017 2/14/2018 21 NAME D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE Addcd instruction and modified measurement & payment under 1.2; added M Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2- PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey "during" and "after" construction; and revised acceptable digital survey file format C]'1 1' C1F' t'OK'I 1�'GR'1'H �i'alsh Kanch -�lu�il Vallc.� - Planning Aria tll - ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017423-1 DAP CLEANING Page 1 of 4 SECTION O1 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: L Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere 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 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule 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 specifcally designed for those materials. C]'1 1' C1F' t'CiK'I 1�'GR'1'H �i'alsh Kanch —�lu�il Vallc.� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 01 74 23 - 2 DAP CLEANING Page 2 of 4 i.ii FIELn �sITE� coNnITloNs �NOT usEn� 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oa] 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. C]'1 1' C1F' t'CiK'I 1�'GR'1'H \i'al.h Kanch —�lu�il Vallc}� — Planning Aria tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 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 a11 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 ar convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site ar 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] 313 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] C']'I Z' UF' t'CiK'I 1�'GR'1'H \i'al.li Kanch —�lu�il Vallc}� — I'Ianning Arca {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application C1 fY Crf r�OK f W'UR I H lti'nl.h Itanch —[wluai] 4`allcv — Planning Arca Sll — iPASUj ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE oi �n9 - i DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION O1 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure far closing out a contract 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. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. C1 I Y UF 1-OR f w'UR1 H tit�,ilsh Rancli —�luail Vc7llc.� — Planning Arca Sll — iPASLI) ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE oi �� i9-a DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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 fnal cleaning in accordance withSection O1 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Wark associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessaries 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 C']'1 1' C1F' t'CiK'I 1�'GR'1'H \i'al.li Kanch —�lu�il Vallc}� — I'Ianning Arca {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (GreenSheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised for DAP application �•rrt oF roKr w�oxirt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION O1 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specifcation Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES �NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by Citypersonnel. 2. Format a. Size: 8'/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten C]'1 1' C1F' t'CiK'I 1�'GR'1'H \i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC IFIc �tTlt_�V [x�c_�U,w1E.VTti DE:t'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. £ Cover 1) Identify each volume with typed or printed title "OPERATINGAND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. C]'11' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}�— PlanningArca Sll— iPASLI) ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. � e. f. g• h. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking Servicing and lubrication schedule 1) List of lubricants required Manufacturer's printed operating and maintenance instructions Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts As installed control diagrams by controls manufacturer Each contractor's coordination drawings 1) As installed color coded piping diagrams C']'1 1' C1F' t'OK'I' 1h'GR'1'H 1ti',il.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C;�Tlt3V U�1t�U41EVT� DEt'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: L Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings C]'1 1' C1F' t'CiK'I 1�'GR'1'H 1i'al.h Kanch —�lu�il Vallc}� — I'Ianning Ama tll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED� 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME 8/31 /2012 4/7/2014 D.Johnson M.Domenech �•rrt oF roKr w�oxirt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE SUMMARY OF CHANGE 1.S.A.1 — title of section removed Revised for DAP Application �� al~li Kanch — Qu�iJ W',illc}� — I'Ianning Arca {ll — ll'ASLl7 DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION O1 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records L Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C]'1 1' C1F' t'OK'I 1�'GR'1'H �� al~h Kanch —�lu�il Vallc}� — Planning Ama {ll — ll'A5L17 ST;1�U,1RU CCENtiTkUC'TION SF'EC'IF1C �Tlt3V U�1t�U41EVT� DEt'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Wark, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements L Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the fnal Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required bythe Contract Documents. 111 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising theContract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". Cl'I'1' C1F' 1-'OR'1' 14'GR'1'H \i'al.h Kanch —Qu�iJ Vallc}� — I'IanningAria tll— ll'ASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and forreview by the City, until start of transfer of data to final Proj ect Record Documents. c. Maintain the job set at the site ofwork. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from ContractDocuments associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describethe change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits,piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may berelated reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full descriptionof changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a"cloud" around the area or areas affected. C]'11' C1F' t'CiK'I 1�'GR'1'H �i',ilsh Nanch —�lu�iJ Vallc.�— PlanningAria {ll— lPASLI} ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS DE1'E:Lc �RER n41+,�RLrEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Reviscct A�tarch 2U, 2U2fE O1 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the Ciry, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the Ciry, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 311 CLOSEOUT ACTIVITIES [NOT USED] 312 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised for DAP Application Crrt Crf roKr w�Uxrrt ST;1�U,1RU CCENtiTkUC'TION SPECJFICRTIUV C�OCLf41EVTS Reviscct A�tarch 2U, 2U2fE lti'nl.h Ranch —�luail Vc7llc.� — Planning Arca Sll — iPASLI) DE1'E:L( �RER R1A+,IRDEC� PRnJEC�Ts C'irr• Projcct Vo, 11�551 I Section 2 - Contract Including Street Lights 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nn�� T�.,:�„�,,,� �„ u:,a,ao,.� nnvv-�� T�'l�tYu��,.�., �„ u;aao,,., BA-�-98 '�'� 00 42 43 Proposal Form Unit Price nn�� nn nc i i �;aao..� n..o,.,,,,i;�;,.,,�;,.�� r 00 45 12 Prequalification Statement nnnc i� u;aao,-n.-o,,,,.,i;�;,..,�;,.� n��i;,..,�;,.� �� 00 45 26 Contractor Compliance with Workers' Compensation Law 99-�5-4g na;,,,,,-;�., u„�;,,o�� +o.-..,-;�o r-,,,,i 00 52 43 Agreement 00 61 25 Certificate of Insurance 00 62 13 Performance Bond 00 62 14 Payment Bond 00 62 19 Maintenance Bond gA-�gg r-�oro...,i r,.�a:�;,,�., gA-�gg c,,....io,,.or�.,,.., r�„ra;�:,,r., 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects Division O1 - General Requirements � O1 11 00 Summary of Work � O1 25 00 Substitution Procedures � O1 31 19 Preconstruction Meeting Ini�o n,-,.:o,.� rRoo�;r,�� Ol 32 33 Preconstruction Video � O1 33 00 Submittals � O1 35 13 Special Project Procedures � O1 45 23 Testing and Inspection Services � O1 50 00 Temporary Facilities and Controls � Ol 55 26 Street Use Permit and Modifications to Traffic Control � O1 57 13 Storm Water Pollution Prevention Plan � O1 60 00 Product Requirements � O1 66 00 Product Storage and Handling Requirements � Ol 70 00 Mobilization and Remobilization � Ol 71 23 Construction Staking � O1 74 23 Cleaning � O1 77 19 Closeout Requirements Ini�� n�o,-.,+;,,r „ra na.,;r�or.,r,.o r�.,+., Ini�o n,-,.;o,.. vo,.,,,-a r�,,,.,,,Y,or�� Last Revised n� i��n n� i��n nn in�T OS/22/2019 nn ino �� nn in�T 09/O 1 /2015 n� ino °_-.�-��o 04/02/2014 nQi�o i� 06/16/2016 07/O 1 /2011 O1/31/2012 O1/31/2012 O1/31/2012 , , �,�� n� in�� O1/10/2013 Last Revised 12/20/2012 08/30/2013 08/30/2013 07/O 1 /2011 08/30/2013 08/30/2013 08/30/2013 03/20/2020 07/O 1 /2011 07/O 1 /2011 07/O1 /2011 03/20/2020 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 nn in�i��T nn ino �� C'] f4 (iF 1-C1K 1 4VUR J H �� al�li Itanch - Uuail Vallc.� - Planning .�r�a 5ll - iPASLI) 5T;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existin� Conditions Im�� coio,..;..o c;�o r�o,Y.,,i;�;,,r Im�T rr�;t:k,no,�.,,.,.,tini.,,�a„�...o�� Im�-^�� n,,.,:r,. no..,,,. .,i Division 03 - Concrete � 9�39-gg �.,�� T� D,.,,.o r„�,...o�o In�� „��,.,,iioa r,,,., e�,.o�,.��, r�r.,�o..;,,i ir�r cr�r� In��o r�„r,...o�o u.,.,o ra.,�o..:,,i �,- rr,-o�Zl �r�� 9�g8-gg r,r,.a:�:,.,,�:,,r� �„ �.,:��;�,. r„r,...o�a Ft..ruva: � Division 26 - Electrical � 26 OS 00 Common Work Results for Electrical � 26 OS 10 Demolition for Electrical Systems � 26 OS 33 Raceways and Boxes for Electrical Systems � 26 OS 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork z i i n nn c;�o rio.,,-:r,� �o �� i �� i � rrr,.i.,��;f;oa �.,,..,.,.,�;,.� �o �, �� ,�o ��,�mm�s z i �c nn �,-„�;,.� .,ra coa;.,.or� r,.�+,-,.i �o � ,�-.-�v-vo �ie�}s � ,�� Division 32 - Exterior Improvements z��T ��^�v�J�1.t Da:-in�i� �''�o �'1c�i�ralt I�r�in�i� �� ni �n �„�,...o�o n,,.,;�,. no�,,;.. �� „ �� o..;,.�o,�.,�o r,.,,...,o., �� >> �� r; o-r,-o.,+oa R.,�o r,,,,,-�o� '27�� (''o,ti,o.�r T,-o.,ro,] R.,�o r',,,,,-�o� ��T �au� Troaro,a c,.,� c�„�..:,,,o.. ��o � ��,�,,,� D.,. ,�,. �� , � �� n.,,.t,.,i+ n,,.,:r,. r...,,.i� co„i„�+� �� l� L r„r,...o�o n.,. : ��o r,,,,,..-o�o c;ao.=�,'�i�, �PI`�:'.,,,.,� .,ra u.,,-,-;o,- �,-oo n.,,�,,.� �''�� xir� Joint� �''�' ^-'�o ��k L�rtitjLt ��g �� r�„r,...o�o r,,,-�. .,ra r_„�+o..., .,ra ��.,iio., r_„��o,-� Z 7 1'7 7'2 D.,..o,v,o.�,r T R.,,-L;,-..'� �� '27 1'7 7G (`,,,-1. A.a.a,-o�� D.,;,�,�;.,... �� ,�.,,� �o�,.o� „r,a �.,�o� Date Modi�ed NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE CI f1' (_1F FC1K f W'UR7 H �� ul�h Itanch - Uii,iil Vallcy - Plannin� Arca 5ll - iPASLI) STAnUAkL7CClNtiTRl.�i'TI(1N5C'ECIFIC';\T[(IVC)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECIPROJECT5 L'iryPrujcctVa.10551I Rcviscd P•t:uch 2f1, 3Q °fl 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 I��o �x�:,.o �o�,.o� „�,a r�.,�o� I�� i �r� �x�,,,,a �or,.o., .,ra r_.,�o� I Z'l�� !''.,,�...,-o+o Do�.,;,�.;.�,.. \xl.,ll� C—a�t ln P�� Iz�� rr„��,.:i ni.,,.o.., r� „r� Pini�hin,. „�n.,..i,..,,,..� I�� u.,a,-„ ra„i,.t�;�,. cooa;,,,� ra c„aa;�,. , �" I�� T,.00� „�a c�,,..,,�� Division 33 - Utilities I��o co..,o,- .,ra ra„��.,.io rro��;�,. 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TT�;i;�;o� � �� ,,,�� ,.r„�� .,�,a �„�,�� , , I��o ,-,,,,.�:�o T..,.� D:..o I� , , , , ,-,,,,.�:io T..,.� �:��:�,.., Izz�z n„i....;�.,i r�.i,,,-;ao in��C� Il�,v,�a� Pi}�„ I ?� 11 1? �o Pr�,1,"�lr��'� �x-„z=�rpp�cc��«'c�c�'iicCRo,-�c I�� i 1 i.� �,,..;o,a c�oot n;,.o „�,a �;�.;�,.,, I� i i lc n..o c+..o.,.,oa r„�,.,-o+o r.,i;rao.. n:..o I zz�o �x�.,�,-��, 1 in,�i ��k I��= r .,,-,�o �x�„+o.- rao+o.-� I��o vo�;i;or. co.,�oa �.,�o ��.,i.,o I�� i �� n�x��x� n n„�.�.o.. co„�oa u„��o,.�., ��„i.,o� I� i � �c r�„rro,.�:,,r �„ �.,:.,�;�,. �x�.,�o.. ��r.,;�., I��o E�:m,�l�ti„r n:,- ��.,i..o n � .,.i.i;o� �,- n„�.,i.io �x�.,�o,- c.,��o,..� I� ��no �;,-o� � ��-'�o �cr E;�� "-��o ��ar� Di,.,., ,.��.,i.,o �4o�a��,'�;: � �, , � � n� ir�rnn� ✓� �u� 0 Cl 15 � L.'� �� NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE C'114 (iF l-L1K 1 41+(:Itt 1 H �� ul�h Itanch - Uii,iil Vallcy - Planning Arca {11- i:PASI)? 5T;1�U;1kC) C'ONtiTkUC`T'IUN yf�EC�IFIC';\T[UV C)c�C'Uti1E:VTS IrE:t'EL(1PER,�wARDEC� PROJECT5 L'iry Prajc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 I�� ;i.o..,.t.,�� no;�F ..,.oa n;,.o �,. �,.,,.,;�., E;enit�.",�� I�� i lc u:,.t, r�or�;�., n,.i.,o+i,.,ioro �ur�n�� n:,.o �,� �a�tit�."��€�€� IZZ�o D.,1....;.�,..1 !''L,1.,,-;ao /D[7!''l !_'.-.,..;r.. C.,,�.;r.,.-.. Co,� o,- D:,-.o D.,1....;.�,.,1 !''L,1.,,-;ao /DV!''l !''l.,�o.a D,-.,4;10 !_'.-.,..;r.. C.,,�.;r.,.-.. Co„ o � ?� � � � � � � '''' �' ��;�oi� Fltr � i�irr� �� i �� C„�:�P„ �•� r� � �� i o�nl�� c�� Izz�o c.,�:�.,,-., co., o,- co.-.,;,.o r„rro,..:,,r� „ra co....;,.o r; o ��o ✓�m�r��;,,,, n;,-v.,i.,o �or Fianitar,, co.,.o,-�,..-,.o nR.,;�� I��o �.,�� ;� D,,,,.o �,.r,.,.o�o,�,r„�,�,,,o� I��o n..o,..,�� r„�,.,-o�o ra.,rt,,,io� IZZ�o T7;l,o,-,.1.,�� T�T.,.�L,,.lo� Izz �� nn �x�.,��o,,,.,+o.- n,.,.o�� r�..,..,i.o.-i�x�nr� �v �-,-usccwuccr�rvcc��-�,�rccnrvcr�rv7=�l I'2'2�o T7.-....,.. T; � 4:,,- C.,,,;�.,,-.. Co...o.- C'+.-„�.+,,,-o� I'2'2�o Do;.-.F r,.o,7 f'',..-.,.,.o�o C�,,,.,�. Co,�,or D;,,.o/!''„l.,o,.�� I�� i i i u:,.t, r�or�;�., n,.�.,o+t,.,loro �ur�n�� n:,.o �.. ctG��'�li�i�t Izz�z no:r� ..,.oa n„i..o�i.ioro �fl'P� Pi}�� T ��or� ��rr� I��i rr,.o�,.t�,-.,..,;�� I��o r,,.,� ;r D�.,,.o r,r.,r�,�ova:� �i�� Izz�no r,,,-i. .,ra r,,-„� T�io+� v � ��o �on�rt'Jt�air��o uo.,a..,,,n� „ra �xr,�,...,.,n� Division 34 - Transportation Izn�o rr,-.,��;,. c;,.�„1� ��n n i i n n i n. � n �„�.;,, o+ �v-r rr��C��A �ir�errcrczmrcrcc I 2 � ^�vz r�rt�tiE�3ii�eli+c��r�'6ii�i'vpccizicucivn �n ni in n� n� �7,, � ero��; �-�rzvv� rr��tYirireli�—�6r�F'6`ci�'2-opcGYiicu�i6n �n�T rr.-.,��:,. c:,.�.,i., �;,��c��i;, IZ �� D o.�..,..;,� ,. T,-., 4'4; .. C;."� .,1 � �?/I 'I 1 15 ��ular Ita�a �''��'�;��- T��r � �^�o �o�tm�a:� �;,,�..;a� � �^�-^�o �eaaru:r,-Tll�i��;,,r n.,�ow,�.i:o., I�n n�� n..�o,-;.,� r�r� v,,.,a,,,.,., ✓aY�i�i: � Izn n�� ,-oo,,,.,., r�r� n,,.,a..,.,., �a171i�i:� � � ^ ^�� c�ei2tial UT'�� I��1nii2air � � � ^�-^�o �Slurr�inu� Fi�n� I�n�� r.-.,��:,. r„��..,,i NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE C'114' C1F FC1K 1 44'UR7 H ��alsli Kcmch - Uuail Vallc.� - Planning Ar�a Sll - iPASLIi 57;1�U;1kC) C'ONtiTRI.ii`T'1�1N 5f�EC�IF1�';\T[( IV C)c�C'Uti1EVTS IrE:VEL�lPER nwARCrED PRC)JECTS L'iry Prajccc Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Speci�cations listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httn:Ufortworthtexas.�ov/tuw/contractors/ or Division 02 - Existin� Conditions Im�� eoio,.�;.,o e;�o r�o...,.i;�;,,� Im�-^�T TT+;i:+.,no..,,,..,iin�..,ra„r..,o�+ I�O� � 1 1 S D.,. ;.' D o,v..,.,.,1 Division 03 - Concrete � 9��A-99 �a�.t L� Lll�� I0? ?/I L r-�„r�,-„iioa r,,,,, c�,-or,��i, r�.,�o,-:.,i �rr cr�� Inz�o r�„r,.,-o�o R.,�o rR.,�o,-;.,i �,- rr,-or,.i, no�.,;,- � g�g�-gg ra^a;�;,.^+;^r� �o �ri�i.i�or:�ro� E'�.�u.,�s Division 26 - Electrical � 26 OS 00 Common Work Results for Electrical � 26 OS 10 Demolition for Electrical Systems � 26 OS 33 Raceways and Boxes for Electrical Systems � 26 OS 43 Underground Ducts and Raceways for Electrical Systems � 26 OS 50 Communications Multi-Duct Conduit Division 31 - Earthwork I�,�o e:�o �� I�i�o TT�,.i.,.,.,;�;oa �.,,.,,.,.,�:,,r �??:,l?�? � � �'�o �•rr.ti�.%��s I�,�o �..,.�;,,� „�a eoa:ri.o�� „��,.,,, � �'�o �s�s � 31 37 00 Riprap Division 32 - Exterior Improvements I ��-�v i rT ��'1� fil^.��t �Z/PYl� I�'1�4Q To.v,...,...,.-., n.,,.L,.,lr D.,.,:,�.. D o...,:.. IZ'l�-s-o i c� (''.,,-...,-o�o D.,..;,-..' 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J 1 �'1-laila�lity ^�� GC-4.02 Subsurface and Physical Conditions C�-4911 �Z�sao..,...,,,,�a �,,,.:�;�:o., F�-4.9� I-��ra,,,,� ��.,:,-,.�..,or�.,i r-�„ra;+;,,r .,+ c;.o F�-Fr.9E.J '� � � �:r�a� �'i1��i-se-Eo��r�� `x�,,,.o v.,�o, a= = � P,�.�.,-.:�� .,.-,.a TT�;I:�;o� F�-E.�'I 1`ia�soriminati� GR-01 60 00 Product Requirements END OF SECTION C'] f 4` (iF 1-C1K f 4VUR J H �� al�li Itcmch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'ONtiTRUi`T'IUN Sf'ECIFIC';\T[( IV C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl sEcnon� oo az as Developer Awarded Projects - PROP05AL FORM UNlT PRICE BiD i'rujcct Itcm ]nformalion Bidlis� ]tem No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ��fl.l'_ 3i I)hP - Bi� PHOPLItiAC. Puee t o�' I PASD Bidder's Application IIidder'S Pruposal S�lecifita[ipn � �)nito� Descriplfun Bid Quan[ity Section No_ il�teasure UNIT V: STREET LIGH'T'ING IMPROVEMEi�TS 2605.3015 2" CON�T PVC SCN SD (Tj 26 OS 33 LF 13,93&.0 3441.14D8 NO 6 insukafed Elec Condr 34 41 10 LF 10,290.0 3441.1448 Nd 2 Ins�fafed Ekec Condr 34 41 10 LF 4,434.0 3441.1561 Fumishllnstall Ground Box Type 8 39 41 i� EA 8D.0 3441.1733 Rdwy Alum Faundatian TY 11 34 41 20 EA 75.0 3441.1772 FurnishRnstall 240-480 Volt Single Phase 34 41 20 7ransockei Metered Pedestal �A 2.fl 3447.3301 Rdwy Illum Faundaiion TY 2 34 41 2D EA 3.0 9999.U001 Furnishllnstall Walsh Ranch 30ft Double- 00 00 00 Mast Street Lipht Pole 8� LE� Fixture . EA t.0 9999.0002 Furnishllnstafl Walsh Ranci� 30ft Single- 00 00 Ofl Mast Sireet Liqht Pole & LED Fixture EA z-� 9999.0003 Furnishllns#all Walsh Ranch 't4fit Street Light 00 0� OQ �A Poke 8 LE� Fixture 75.0 3441.3003 Rdwy Illum Assmbly TY 98 34 41 20 EA 20.0 3441.3302 Rdwy iflum Foundation TY 3 � 3a A� 20 EA 20.0 TOTAL UNIT V: STREE7 �lGHTING �ffIEPROVEM1IiENTS Bid Summary UNIT V: STREET LIGHTENG IMPROVE�v1ENT5 Tutai Canslruc[ion 6i�k' This Bid is snbmitted bv the entitv named beiow: 81DUEiL: 1[ui�ii� tii:iarcil:� L ��3n� i� :�t:na��iu;;. i:�t, itl9ifkAe:r.arch It:�ad t r�,rn. T:��:i: ,•U3,, Contraciar aRrccs ia complcic 1!'ORIi fpr FI�AL.4CCFPTAtiC:E wi�hin CQNTIL�.CT commenres to run xs pro�•ided in Lhe Ceneral Condiiions. IJnit Price 1 13fd Value $27.00 $376.272.f10 �9.00 �92,610.00 �18.60 ;75,032.40 $1,365.00 5109,20Q00 �1,620.00 �121.50QD0 si a,��a.00 $1,830.00 �27, 230. f30 522.35Q.00 $5,930.00 �55,32D.00 $2,750.00 $21, 500.00 $5,490.00 $27,230.00 $44,70a.fl� �444,75D.�0 $106,4p0.6� �55,000.00 $1,479,684.40 .... . ... . .._ $1,479,584.4� 1 . . ._.... _ .. � $'f,479,684.40� Bl': lia� ti +.nc. Trr-�.F: e�iV�a�'��;�`��25 nn7't:: Y 8S1 w�arkin� da��s aftertk�c datc when thc ENfl OF SECTIQf� crry or r-onr wba'rti ST.4�D.lRD (;ONSIRGCTiOti SPECIFICAT]D� D�CU.�Ik'�NTS- DH�"Ei.OPER A14'ARllEf1 PROlECTS Form 1'ersi on \7:� 22. 2017 \VRaD_llfl J7 a3_B�d Propusal_dAP_Slrtel I_ighluig_�U35-IIS-I �_M110O xls 0o as i z DAP PREQUAUF[CATION STATEMENT Page I of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is requii•ed to complete the infoi•mation below by identifyii�g the prequalified contractoi•s and/or subcontractors whom they intend to utilize for the major wor•k type(s) listed. In the "Maior Work Tvae" box provide the complete maior work tvpe and actual description as provided bv the Water Department for water and sewei• and TPW for paving. Major Work Type Street Lights Bean Electi•ical Inc. Prequalification Expiration Date 03/24/2027 The undersigned hereby cei�tifies that the contractors and/or subcontractors desci•ibed in the table above are currently prequalified for the wot•k types listed. BIDDER: Mario Sinacola & Sons Excavating, Inc. 10920 Research Road Frisco, TX 75033 BY: I�'aulan J TITLE: Vice DATE: Contractor/Subcont�•actor• Company Name END OF SECTION �� ) C[TY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS City Project No. 105511 Form Version September l, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 105511. Contractor further certifies that, pursuant to Texas Labor Coda, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 CONTRACTOR: 9 Mario Sinacola & Sons Excavatin�, Inc 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 Company 10950 Research Road Address Frisco. TX 75033 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � 0 By: Harlan Jon , � �f Signature: Title: Vice President (Please Print) �J BEFORE ME, the undersigned authority, on this day personally appeared _Harian Jones _ , known to me to be the pei•son whose name is subscribed to the foi•egoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Mario Sinacola & Sons Excavatin�, Inc. for the purposes and consideration ther•ein expressed and in the capacity the►•ein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _30 day of May , 2025. �'RY PbP MEREDITH R NELSON a°�n Notary ID #129927329 � N My Commission Expires "'� of �.+Y August 20, 2026 � �a _,� `� ..�C� — ��'� ��,�:� — Notary Public in and for the State of Texas END OF S�CTION CITY OF F02T WORTH Walsh 2and� — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10551 l Revised April 2, 2014 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-1 DeveloperAwarded ProjectAgreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 06/03/2025 is made by and between the Developer, 4 Ouail Vallev Devco V, LLC authorized to do business in Texas ("Developer"), and Mario 5 Sinacola & Sons Excavatin�, Inc., authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article l. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 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 part is 14 generally described as follows: 15 Walsh Ranch-puail Vallev-Plannin� Area SD (PASD) 16 Citv Proiect No.: 105511 17 Article 3. CONTRACT TIME 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 Final Acceptance. 22 The Work will be complete for Final Acceptance within 240 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 33 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Conh•actor also recognizes the delays, expense and difFiculties involved in 31 proving in a legal proceeding the actual loss suffer�ed by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Five Thousand Dollars ($5,000.00) for each day that expires after the time CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-2 DevetoperAwarded ProjectAgreement Page 2 of 4 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of One Million Four Hundred Seventv-Nine Thousand Six 40 Hundred Ei�htv Four pollais and Fortv Cents ($1,479,684.40). 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 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 (pyoject specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power ofAttorney 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. 5. Specifications specifically made a pai�t of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 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. Article 6. INDEMNIFICATION CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-3 DeveloperAwarded ProjectAgreement Page 3 of 4 75 76 77 78 79 80 81 82 83 84 85 .. . .. . :• .� . . 6.1 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 perfoi•med by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemniiication nrovision is speci�callv intended to operate and be effective even if it is alle�ed or nroven that all or some of the dama�es being sou�ht were caused. in whole or in nart. bv anv act, omission or ne�li�ence of the citv. 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. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification nrovision is snecifcallv intended to operate and be effective even if it is alleaed or nroven that all or some of the dama�es bein� sought were caused. in whole or in part, bv anv act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 96 7.1 Teirns. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Conh•act for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 �.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Conh�act Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. CITY OF FORT WORTH Walsh Ranch — Quail Valley — Plaiming Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 Docusign Envelope ID: F39206D7-2851-45FF-8324-4C4C682B3322 005243-4 DeveloperAwarded ProjectAgreement Page 4 of 4 111 7.5 Governing Law and Venue. 112 This Agceement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tari•ant County, Texas, or the United States District Coui-t foi• the 114 Northern District of Texas, Foi�t Woi-th Division. 115 116 7.6 Authority to Sign. 117 118 119 120 121 122 123 124 Contractoi• shall attach evidence of authoi•ity to sign Agreement, if other than duly authorized signatoiy of the Contractor. IN WITNESS WHEREOF, Developei• and Contractor have executed this Agreement in multiple countei•parts. This Agreement is effective as of the last date signed by the Parties ("Effective Date") Contr o : Mari Si ola & �s Exc By. �S g �e) �, Inc. Developer: Quail Vallev Devco V, LLC Harlan Jones I / � (Printed Name) Title: Vice President Company Name: Mario Sinacola & Sons Excavatin�, Inc. Addi•ess: 10950 Research Road City/State/Zip: Frisco, TX 75033 _ 06/03/2025 DocuSigned by: y� �, %.►'pw� ssoaFEBiszssaze_. �SlgriaiUPO� Seth Cairoenter (Printed Name) Title: VP of Development Company name: Quail Vallev Devco V, LLC Address: 400 S. Record Street, Ste.200 City/State/Zip: Dallas, TX 75202 06/03/2025 Date Date 125 CITY OF FORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised June 16, 2016 � � DATE (MM/DDIYYYY) A`oRo CERTIFICATE OF LIABILITY INSURANCE ,,Z�f,�,,h I��1�I,a�S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement�sJ. PRODUCER P CONTAC7 Lockton Com anies, LLC NAME: DBA Lockton Insurance Brokers, LLC in CA PHONE FAX fA�C. No. F!�+?; !A/C. Nd;, CA license #OF15767 E•MAIL 2 l00 Ross Ave., Ste. 1400 aooaess_ D�IIaS TX �SZO� __ INSURER(S) AFFORDING COVERAGE NAIC# �� 4? 7�p_55�� _ iNsuReA a: Safetv National Casualty Corporation 15105 INSURED MARIO SINACOLA & SONS EXCAVATING, INC. wsuReR e: Great American Insurance Company _ 16691 1397399 10950 RESEARCH ROAD iNsuaeR c: _ _ Frisco TX 75033 USA INSURER D: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: ? 1519�150 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE ADDL SUBR POLICY EFF - POLICY EXP LIMITS L7R INSn wvn POLICY NUMBER rMM/Df1,+YYYYI �MM�DD/YYYV) A � COMMERCIAL GENERAL LIABILITY y Y GL 6676705 2/28/2025 2/28/2026 EACH OCCURRENCE $ Z.00O.00O __ CLAIMS-MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY I X PRQ� I�� LOC _ `J JECT `J OTHEA: ,� AUTOMOBILE LIABILITY B A I � y y CA 6676704 X ANY AUTO � OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON-OWNED _ AUTOS ONLY AUTOS ONLY X UMBRELLA LIAB�OCCUR Y EXCESS LIAB CLAIMS-MADE I I I DED � RETENTION $ WORKERS COMPENSATION � AND EMPLOYERS' LIABILITY Y/ N- ANY PROPRIETOR/PARTNER/EXECUTIVE N / A OFFICER/MEMBER EXCLUDE�? N (Mandatory in NH) If yes, descr�be under DESCRIPTfOlV OF OPERATIONS below Y TUU 4256023 I I Y LDC4068680 2/28/2025 2/28/2026 OAMAC,E TO RENTEQ PREMISES.iEa occurrence�_ , � � t}��_�� . MED EXP (Any one oerson) $ 5.�� PERSONAL & ADV INJURY $ Z_OOO.00O GENERALAGGREGATE $ 4,000,000 PRODUCTS - COMP/OP AGG �� $ 4,000,000 $ rE� ag eeo sir�c�� .�rn�r g 2,000.000 _ BODILY INJURY (Per person) $ X�(XXXXX BODILY INJURY (Per accident) $ XXXXXX�( PROPERiY OAMAGE $ XXXXXXX _�Pgr aCcidenl�_ _ _ _ $ XXXXXXX 2/28/2025 2/28/2026 EACH OCCURRENCE $ I O.00O,OOO AGGREGATE � $ IO,OOO,OOO $ xa'xxxxi� 2/28/2025 2/28/2026 X PER OTH- _ STATUTE _ ,.,ER _ E.L. EACH ACCIDENT $ I.00O.00O E.L. DISEASE - EA EMPLOYEE $ i.00QOOO E.L. DISEASE - POLICY LIMIT $ j.00O.00O DESCRIPTION OF OPERATIONS / LOCATIONS ! VEHICLES (ACORD 101, Additlonal Remarks Schedule, may be attached if more space Is requlred) Project Number. 10551 I. Project Name: Walsh Ranch Quail Valley — Planning Area SD —(PASD) — Streetlights. Sinacola Job #24019. The City of Forf Worth, its ofticers, employees and servants �re additional insureds for �eneral liabiliry and automobile liability on a primary and non contributory basis. Waiver oY Subrogation in favor of the Ciry of Fort Worth applies as respects workers' compensation coverage. CERTIFICATE HOLDER 21519450 Quail Valley Devco V, LLC 400 S Record Street Dallas TX 75202 CANCEiLATION See Attachmcnts SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE =� �� O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21519450 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECtAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement EfFective 2/28/2025 — 2/28/2026 Policy No. GL 6676705 Named Insured Mario Sinacola & Sons Excavating, Inc. Insurance Company Safety National Casualty Corporation Endorsement No. Premium $ Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safetv National Casualtv Corooration Paae 1 of 1 Attachment Code: DS 12370 Master ID: 1397399, Certificate ID: 21519450 POUCY NUMBER: �L 66�6 �05 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or�aniz�tion(s1 Location(sl Of Covered Operations Any person or organization as requirecl by All of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property 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 location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 2 Attachmen[ Code: D512370 Master ID: 1397399, Certificate ID: 21519450 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 O Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 21519450 POLICY NUMBER: �L 6675705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or�anization(s) Location And Description Of Completed Operations yr!y person or organization as requ:re,1 All of your projects. by written contract or agreement that is executed prior to the loss. Infarmation required to complefe this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of 1. The insurance afforded to such additional insurance; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the 2. If coverage provided to the additional insured is applicable limits of insurance. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21 S 19450 POLICY NUMBER: GL 6576705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 1NAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21519450 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20011219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21519450 POLICY NUMBER: CA 66�6709 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS L[ABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER 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" for Covered Autos Liabiliiy Coverage under the Who Is An Insured provision 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 indicated below. Named Insured: t�,Rzo SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown abo�e, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I— Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: DS 12364 Master ID: 1397399, Certificate ID: 21 � 19450 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS 4F RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Infarmation reauired to camplete this Schedule, if not shown above, will be shown in the Declarattons. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 6676704 Namedlnsured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21519450 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 6676704 Named Insured r�Rzo SINACOLA & soNs EXCAVATING, zNc InSu�anCe COmpBny Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21 � 19450 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA044911 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 O Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: DS 12358 Master ID: 1397399, Certificate ID: 21519450 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/ 2 8/ 2 0 2 5 Pollcy No. LDC 4 0 6 8 6 8 0 Endorsement No. If1SU�@d MARIO SINACOLA & SONS EXCAVATING, zNc. Premium $ InCluded Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) Page 1 of 1 O 1983 National Council on Compensation Insurance. Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21519450 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 99 35 SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 POIICy NO.LDC4068680 Endorsement No. II1SUf2d �RIO SINACOLA & SONS EXCAVATING, zNc. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 99 99 35 (07 12) Page 1 of 1 Attaclyq��q�� @��A�T�O�AN�9�L��L�1@R3��RB�L�4�URANCE POLICY WC 42 03 04 B 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 Pa.ge. 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. 1. ( ) Specific Waiver (X) Blanket Waiver loss. 2. Operations: SCHEDULE Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the 3. Premium: $ The premium charge for this endorsement shall be 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: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SINACOLA & SONS EXCAVATiNG, INC. Premium $ Included InSU�anCe Company Safety National Casualty Corporation Countersigned By WC 42 03 04 B(06 14) �O Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. A�� DATE (MM/DD/YYYY) `� CERTIFICATE OF LIABILITY INSURANCE ,,,�;,,,,E, � ��,0,5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSUREO, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER P• CONTACT Lockton Com anies, LLC NAME: DBA Lockron Insurance Brokers, LLC in CA RHONE Fax {A�C. Nn �Y��: fA:C. Nol: CA license #OF15767 E-MAIL 2100 Ross Ave., Ste. 1400 ADDRESS� Dallas TX 75201 INSURER{S] AFFORDING COVERAGE NAIC # {2l4) 720-SSF3 _ _ iNsuaea a: Safery 1Vational Casualty Corparation 15105 INSURED MARIO SINACOLA & SONS EXCAVATING, INC. wsuReR e: Great American Insurance Company _ 16691 1397399 10950 RESEARCH ROAD iNsuRea c: _ . Frisco TX 75033 USA INSURER D: I INSURER E : , INSIJRER F : COVERAGES CERTIFICATE NUMBER: '_ l i l�}7?� REVISION NUMBER: XXXkXX\ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR � � ADOL SUB3i� POLICY EFF POLICY E%P LIMITS LTR TYPE OF INSURANCE iNSD WV� Pf11 If`Y NUMBER �MM/DDIVVYYI �MM+��YYYY1 A � x COMMERCIAL GENERAL LIABILITY y Y GL 6676705 2/�S/2025 2/2$/2026 �CH OCCURRENCE $?,.00OAOO I I—�i �kMAGE-TO RERt7ED CLAIMS-MADE �Lj{ OCCUR PREMISES �Ea_ncturrenr,c)_ ,$ l OO,OOO � GEN'L AGGREGATE LIMIT APPLIES PER: � POLICY ?( jE � �I LOC QTH£R q � AUTOMOBILE LIABI6ITY Y ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON-OWNED AUTOS ONLY AUTOS ONLY B }� UMBRELLA LIAB �' OCCUR Y EXCESSLIAB CLAIMS-MADEI nDED ! I RETENTION $ I � IWORKERS COMPENSATION pND EMPLOYEpS' LIA9ILITY y� N � ANY PROPRIETOR/PARTNER/EXECUTIVE ' pFFICER-MEMBER EXCLUDEp? ❑N N � A � {Mandatory In tJHy II yes. desn�Ae under I DESCRIPTION OF OPERA710fVS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Addltional Remarks Schedule, may be attached if more space Is required) Project f�Iumber: 10551 I. Project Name: Walsh Ranch Quail Valley — Planninp Area �D —(PAiD) — Streedights. Sinacola Job #24019. The City of For[ Worth, its ofticers, employees and servan[s are additional insureds For �eneral liability and automobile liability on a primary and non contributory basis. Waiver of Subrogation in favor of the City of Fort Worth applies as respects workers' compensa[ion caverabe. CERTIFICATE HOL�ER 21519522 City of Fort Worth 100 Fort Worth Trail Fort Worth TX 76102 ACORD 25 (2016/03) PdED EXP iAny one personl $ 5.000 P£RSOfVAL & ADV INJURY $ Z,OOO,OOO GENERAL AGGREGATE $ 4.000.000 PRODUC7S � COMPrOP AGG $ 4,000,000 — $ Y Y CA 6676704 2/28/2025 2/2R/2026 I{�° a$cde°��"��e urmr $ 2.00O,OOQ -- BODILY INJURY (Per person) $ XXXXXXX BODILY INJURY (Per accidenq $ XXXXXXX PROPER7Y DAMAGE $ XXXXXXX . {Per_accidentl_ __ $ XXX�'XXX Y TUU 42�6023 I I 2/28/2025 2/28/2026 EACH OCCURRENCE $ 1 O,OOO,OOO a�GReGArE _$ IO.00O.00O �XXXXXXX Y LDC4068680 ?/?8/2025 2/28/2026 _� sTArurE _ _�a__ E.L. EACH ACCIDENT _ _$ I .00O,OOO E.L 6iSEA$E • EA EMPLOYEE $ 1,OOO,OOO E.L OISEASE • POLICY LtM1T $ I.00O.00O CANCELLATI�N See AU�ici�ments SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE v= �� O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Attachment Code: D470795 Master ID: 1397399, Certificate ID: 21519522 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2�28�2025 - 2/28/2026 Policy No. GL 6676705 Named Insured Mario Sinacola & Sons Excavating, Inc. Insurance Company Safety National Casualty Corporation Endorsement No. Premium $ Countersigned By (Countersignature by the Broker or Agent shall only occur in the mailing states that require countersignature) SNGL 047 0514 Safetv National Casualtv Corooration Paae 1 of 1 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21519522 POuCY NUMBER: �L 66�6�05 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL iNSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or�anJzation(s) Location(s) Of Covered Operations Any person or organization as required by A11 of your projects. written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property 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 location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in perForming operations for a principal as a part of the same project. CG 20 10 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D512370 Master ID: 1397399, Certificate ID: 21519522 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 O Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D512371 Master ID: 1397399, Certificate ID: 2l519522 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDiTIONAL 1NSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Descriptian Of Completed �perations Any person ar organization as required A11 of your projects. by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512366 Master ID: 1397399, Certificate ID: 21519522 POLICY NUMBER: GL 6576705 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 1NAIVER OF TRANSFER OF RIGHTS OF REC�VERY AGAINST �THERS TO US (1NAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D547141 Master ID: 1397399, Certificate ID: 21519522 POLICY NUMBER: GL 6676705 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRINfARY AND NONC�NTRIBUTORY - OTHER INSURANCE C4NDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D512368 Master ID: 1397399, Certificate ID: 21519522 POLICY NUMBER: CA 6676704 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR C�VERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER 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" for Covered Autos Liability Coverage under the Who Is An Insured provision 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 indicated below. Named Insured: MARzo SINACOLA & SONS EXCAVATING, INC Endorsement Effective Date: 2/ 2 8/ 2 0 2 5 SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization as required by written contract or agreement that is executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I— Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1 Attachment Code: D512364 Master ID: 1397399, Certificate ID: 21519522 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. INAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAlNST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART SCHEDULE Name Of Person Or Organization: Any Person or Organization as required by written contract or agreement that is executed prior to the loss. � Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CHANGE We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for "bodily injury" or "property damage" to which this insurance applies, caused by an "accidenY' and resulting from the ownership, maintenance or use of a covered "auto". This waiver applies only to the person or organization shown in the Schedule above. This endorsement changes the policy to which it is attached and is efFective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. ca 6676704 Namedlnsured MARIO SINACOLA & SONS EXCAVATING, INC Insurance Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 027 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D580710 Master ID: 1397399, Certificate ID: 21 � 19522 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTiES This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART CHANGE The following new provision is added to A. Cancellation of the COMMON POLICY CONDITIONS or such other applicable state cancellation endorsement: As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No. cA 66�6704 Named Insured MARIO SINACOLA & SONS EXCAVATING, INC InSUfanCe Comp2ny Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included SNCA 039 10 13 Safety National Casualty Corporation Page 1 of 1 Attachment Code: D545570 Master ID: 1397399, Certificate ID: 21519522 Auto Policy Number: CA 6676704 COMMERCIAL AUTO CA04491116 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIIVIARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". B. The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 O Insurance Services Office, Inc., 2016 Page 1 of 1 Attachment Code: D512358 Master ID: 1397399, Certificate ID: 21519522 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION AS REQUIRED BY WRITTEN CONTRACT OR AGREEMENT THAT IS EXECUTED PRIOR TO THE LOSS. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Z/28/2025 POIICy No. LDC4068680 Endorsement No. Insured �RIO SINACOLA & SONS EXCAVATING, zNc. Premium $ Included Insurance Company Safety National Casualty Corporation Countersigned By WC 00 03 13 (04 84) Page 1 of 1 O 1983 National Council on Compensation Insurance. Attachment Code: D635394 Master ID: 1397399, Certificate ID: 21519522 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY SPECIAL NOTICE OF CANCELLATION SERVICE PROVIDED TO IDENTIFIED THIRD PARTIES ENDORSEMENT WC 99 99 35 As a special service to you, if we cancel this policy for any reason other than non-payment of premium, within thirty (30) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. As a special service to you, if we cancel this policy for non-payment of premium, within ten (10) days prior to the effective date of cancellation, we will mail a copy of such written notice of cancellation to all third persons whose name and address have, during the applicable policy period, been placed on file with us through your broker of record due to third party contractual requirements relating to such notice. If we have been provided with an electronic address of such third parties, at our election we may send notice of cancellation to such third parties by electronic mail. Notice of cancellation of coverage provided to a certificate holder is a courtesy only. Failure to provide such notice will not extend the policy cancellation date, negate the cancellation of the policy, nor confer any rights nor expectations upon the certificate holder nor subject us, our agents nor representatives to liability for failure to provide notice. THIS FORM APPLIES ONLY TO THE FOLLOWING STATE(S) IF COVERED BY YOUR POLICY. IF A STATE IS NOT LISTED BELOW, THIS FORM DOES NOT APPLY IN THAT STATE. OK This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 POIICy NO.LDC4068680 Insured �RIO SINACOLA & SONS EXCAVATING, INC. InsuranCe Company Safety National Casualty Corporation Countersigned By Endorsement No. Premium $ Included WC 99 99 35 (07 12) Page 1 of 1 Attacl�qpp�� @��aETjgA5T3UFAAIV��L��KL�a3��l�B$L��RI�URANCE POLICY WC 42 03 04 B 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. 1. ( ) Specific Waiver (X) Blanket Waiver loss. 2. Operations: SCHEDULE Any Person or Organization as required by written contract or agreement that is ex :cuted prior to the 3. Premium: $ The premium charge for this endorsement shall be 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: This endorsement changes the policy to which it is attached and is efFective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/28/2025 Policy No.LDC4068680 Endorsement No. Named Insured MARIO SiNACOLA & SONS EXCAVATING, INC. Premium $ Included II1SUf8I1Ce COmp8lly Safety National Casualty Corpora[ion Countersigned By WC 42 03 04 B(O6 14) OO Copyright 2074 National Council on Compensation Insurance, Inc. All Rights Reserved. Bond #108245022 00 62 I 3- I PGREORMANCE L30ND Page I of'2 1 2 3 4 5 6 0 0 � SECTION 00 62 13 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUIVTY OF TARRANT § That we, MARIO SINACOLA & SONS EXCAVATING, INC., known as "Principal" herein arid Travelers Casualty and Surety Company of America a COi'poi'ate SUI'ety(Sul'eties, if mo1'e tllan One) d�ity authorized to do business in the State of Texas, known as "Surety" herein (whetl�er ane or 10 more), are held and firmly bo�md unto the Developer, Quail Valley Devco V, LLC, authorized to 11 do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 (`'City"), in the pez�al sum of, ONE MILLION FOUR HUNDRED SEVENTY-NINE 13 THOUSAND SIX HUNDRED EIGHTY FOUR DOLL,ARS AND FORTY CENTS 14 15 16 17 ($1,479,684.40), lawful money of the United States, to be paid in Fo�-t Worth, Tarrant Cotmty, Texas fol• tt�e paynlent of wt�ich suln well and tr��ly to be made jointly unto tl�e Developer• and the City as dual obligees, we bind ourselves, oui• heirs, executors, administi•ators, successoi•s and assigns, jointly and severally, firmly by these presents. 18 WI�EREAS, Developer and City have entered into an Agreement for the construction of 1�� co�nmEinity facilities in tl�e City of Foi-t Wo�ih by and th�•ough a Co�n�l�unity Facilities Agreement, 20 CF'A Number CFA24-0157; and 21 �i'HEREAS, the Principal has en�ered into a cei�tain written contract with the Developer awai•ded 22 the _31"d day of �Ulle , 2025 , whicl� Contcact is hereby ceferred to and made a 23 par•t hereof fo:� all purposes as if i'�illy set fortl� herein, to fi�rnisl� all materials, ec�uipment labor 24 25 26 27 and other accessoi•ies defined by law, in ti�e pi•osec�itiof� of the Work, including any Change Orders, as provided for in said Contract designated as Walsh Ranch — Quail Va(ley — Planning Ai•ea SD — (PASD). NC►W, THI,I2�FOR�, ti�e condition of this obligation is such that if the said Pcincipal 28 s}iall faithfully perform it obligations �mder Hie Contract and sflall in al1 respects cttily and 29 faithfiilly perform the VJorlc, including Change Orders, under the Contcact, acco�•ding to the plans, 30 specifications, and contract documents therein i•eferi•ed to, and as well dtn•ing any period of 31 extension of the Contract that may be gc•atlted on the pat•t of the Developer and/oi• City, tl�en This 32 obligation shall be and become null and void, otherwise to remain in full focce and effect. CCi'Y OF FOR7' WORTEI Waish Rancfi — Quail Valley— Ptanning Aroa SD —(Pf\SD) S'I'ANDARD CT"TY CONDITIONS — llL-'VL-L.OYER Al1rARD�D PROJECTS City ProjecWo. 1 OSS I I Itevised Junuary 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 '! PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tai•rant County, Texas oi• the United States Disti•ict Cou►rt for the Noi•thern Distt•ict of Texas, Foi•t 3 Woi-th Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shal] be dete�•mined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Pcincipal and the Surety have SIGNED and SEALED 8 this instiument by duly authorized agents and officers on this the 3rd day of June 9 , 20 25 . 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 (Princip 1) Secretary Michael 'nacola � �_� Witness as to Pri ipal Stephen Scott, Vice President ��o y� Witness to Sur•ety PRINC L:/ Mario Si ac�la & ns E�:cav�tin�, Inc. � BY: Signature Harlen Jones. Vice resident Name and Ti�le Addi•ess: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company ��f Am�rica BY: �OvI,G�,-ts� �� Signature Sophinie Hunter, Attorney-In-Fact Name and Title ACldl'ess: One Tower Square, S102A Hartford, CT 06183 Telephone Numbej•: 2�4-989-0000 *Note: If signed by an officet• of the Sut•ety Company, thei•e must be on file a cei-tified extract fi•om the by-laws showing that this pei•son has authority to si�n such obligation. If Surety's physical address is diffel•ent fi•om its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. C[TY OF FORT WORTH Walsh Ranch — Quaii Valley— Planning Area SD —(PASD) STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 105511 Revised January 31, 2012 Bond #108245022 006214-1 PAYMENT [30ND Page I of2 1 2 3 4 5 6 7 8 9 10 11 12 13 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 PAYMENT BUND § § KNOW ALL BY THESE PRESENTS: § That we, MARIO SINACOLA & SONS EXCAVATING, TNC., known as "Principal" herein, and Travelers Casualty and Surety Company of America , a corporate sui�ety ( oi• su1•eties if more than one), duly autl�oi•ized to do business in the State of Texas, ]cnown as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Quail Valley Devco V, LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal co�•po1•ation ("City"), in tl�e penal sum of, ONE MILLION FOUR NUNDRED SEVENTY-NINE THOUSAND SIX HUNDRED EIGHTY FOUR DOLLARS AND 14 FORTY CENTS ($1,479,684.40), lawful money of the United Statas, to be paid in Fo�-t Woi�th, 15 Tal•rant Couniy, Texas, fo�• tl�e payment of which sum well and t�•uly be made jointly unto the 16 Developer and the City as duat o6iigees, we bind ow•selves, our heirs, execiltot•s, administrators, 17 successors and assigns, jointly and severally, fi�•►nly by these presents: 18 WHEREAS, Deve]oper and City have entered into an Agreement for the construction of 19 communiiy faciiities in the City of Fort Worth, by and throiigh a Community FaciliTies 20 Agreement, CFA Number CFA24-0157; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 3rd day of June , 2025 , which Cont�•act is hereby 23 referred to and made a part hereof for all purposes as if fi�[(y set forth herein, to furnish ali 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Walsl� Rai�ch — Quail Valley — Planning 26 27 Area SD — (PASD). NOW, TH�REFOR�, THE CONDI'I'ION OF THIS OBLIGATION is such that if 28 Pt•incipa! shall pay all monies owing to any (and all) payment bond beneficia�y (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work uiidec 30 the Conh�act, then this obligation shall be and become null and void; other�vise to remain in fi�ll 31 force and effect. 32 33 This bond is made and executed in compliance with the provisions of Chapter 2253 of the TeYas Govermnent Code, as amended, and all liabilities on this bond shall be determined in 34 acco�•dance with the p3•ovisions of said statute. CITY OF FOR7' WORT'I i Watsh Ranch — Quail Valley — Plarli�ing Area SD —(1'ASD) STANDARD CITY CONDITIONS — DEVGLOPER AWARDL'D PROJECTS Ciry Project No. 10551 I Revised J�nuary 31, 2012 1 2 3 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 oo6z la-z PAYMEN't BOND Page 2 of 2 IN WITNESS WHER�OF, the Principal and Sui•ety have each SIGNED and SEALED this instcument by duly authoi�ized agents and officers on tllis the 3rd day of June ,2025 . � PRIN�� Mari _ ola C Signature vatin�, Inc. � � '' " �J � Harlen Jones,Wice President ) Secretaiy Name and Title 5inacola Address: 10950 Reseai•ch Road Frisco, TX 75033 '� � � -� Witness as to Princ�ipal Stephen Scott, Vice Pt•esident ATTEST: ,,JL�- ��G�i,�f -� r � (S urety) Secretacy � 1 '`; ��.�_ \��_ Witness to Surety v v SURETY: Travelers Casualty and Surety Company of America B Y: ��[�2�a,�-G 7-TL[.i),�,U' � Signature Sophinie Hunter, Attorney-In-Fact Name and Title Address: One Tower Square, S102A Hartford, CT 06183 Telephone Numbei•: 2�4-9s9-0000 Note: If signed by an officei• of the Surety, thei•e must be on file a cei�tified extract fr�om the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is diffei•ent from its mailing address, both must be provided. The date of the bond shall not be pl•ior to the date the Contract is awarded. END OF SECTION CITY OF EORT WORTH Walsh Ranch — Quail Valley — Planning Area SD —(PASD) STANDARD CITY CONDITIONS — DEVELOPER AWA2DED PROJECTS City Project No. 10551 I Revised January 31, 2012 Bon� #108245022 00 62 19 - 1 MAINTENANCE BOND 1'a�e 1 of3 1 2 3 4 5 6 7 : 0 � SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXr�S § § KNOW ALL BY THL+'SE PRESENTS: COUNTY OF TARRANT § . Th�t we MAR10 �INACOLA & SONS EXCAVI�TING, INC., known as "Principal" herain and Travelers rasualty and Surety Company of America a corporate surety (sureties, if moce than one) duly authorized to do business in the State of Texas, known as "Surety" 1lerein (�vhethei• otle or more), are hetd and fii•miy bound unto the Developet•, Quail Valley Devco V, LLC, 11 a�lthorized to do business in TeYas ("Developer") and the City of Fort Worth, a Texas municipal 12 co�•poration ("Cit}�"), in the sum of ONE MILLION FOUR HUNDRED SEVENTY-NINE 13 THOUSAND StX NUNDRF,D EIGHTY FOUR DOLLARS AND FORTY CLN'I'S 14 ($l ,479,684.40), lawful money of the Unite� States, to be paid in Fort Wocth, 'I'arrant County, 15 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 16 as aual obligees and theit• successots, we binc! ourselves, ou�• heirs, executoi•s, adminish•atoi•s, 17 successors and assigns, jointly and severally, firmly by these presents. 1 Fi WHEREAS, Deveioper and City have entered into an Agreement for the construction of 19 conlmunity facilities in the City of Fort Woi�th by and tl�rough a Coimnunity Facitities Agreemenf, 20 CFA Number CFA24-0157; and 21 WHEREAS, the Principal has entered inio a certain written contract with the Developec 22 awarded the 3rd day of June , 2025 , which Cont�•act is 23 hereby referred to and a made part hereoffor all purposes as if fuily set f'orth herein, to furnish all 24 matecials, ec�uipment labor and other accessories as defined by law, in the prosecution of the 25 Wot•k, including any Woek resulting fi•om a duly authorized Change Ordei• (collectively herein, 26 the "Work") as provided for in said Coniract and designated as Walsh Ranch — Q�iail Valley — 27 28 29 30 31 Planning Area SD — (PASD); and WHEREAS, Pi•i�lcipal binds itself to use such materials and to so construct the VVorlc in accoi•dance witl� the plans, specifications and Contract Doeurnents tl�at the Worlc is and will retnain fi•ee fi•om defects in matel•ials ol• worlal�anship foi• and dul•ing the pe�•iod of ttivo (2) years after the date of I'inal Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT V��OR'CH Watsh Ranch — Quail Valley — Pta+ining Area SD —(t'ASD) S'I'ANDARD CITY COtJlltTIONS — DEVL-LOPER AWARDLD PROJECTS City Project No. 10551 I Revised January 31, 2012 006219-2 MAINTENANCE BOND Page Z of 3 1 WHEREAS, Pr•incipal binds itself to repair or reconstruct the Worlc in whole or in part 2 upon receiving notice fi-om the Developer and/or City of the need thereof at any titne within the 3 Maintenance Period. 4 NOW THEREFORE, the condition of this obligation is such that if Principal shali 5 remedy any defective Work, for which timely notice was provided by Develope�� or City, to a 6 completion satisfactoi•y to the Cit��, then this obligation shall become null and void; othei•wise to 7 remain in futl force and effect. 8 PROVIDED, HOWEVER, if Principal shall fail so to t�epair oi• t•econstt•uct any timely 9 noticed defective Work, it is agreed that the Developer or City �nay cause any and aIl such 'J 0 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 11 by the Principai and the Surety undet• this Maintenance Bond; and 12 PROVIDED FURTHER, that if any legal action be filed on tl�is Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Cou�-t for the Northern Dish�ict of TeYas, Foi�t 14 Woi�h Division: and 15 PROVIllED FURTHER, that this obligation shall be continuous in natiue and 16 successive recoveries may be had hei•eon foc successive bi•eaches. �/ CITY OF FORT WORTH Waish Ranch — Quail Valley — Planning Area SD— (PASD) S'I'ANi�ARD C1TY CONDITIONS — DEVEL,OPGR AWARDLD PROJECTS Ciry Project No. 105511 Revised January 31, 2012 00(2I9-3 MAINTENANCG BOND Page 3 of 3 1 IN WITN�SS WH�REOF, the Principal �ind the Surety have eac17 SIGNED and SEALED this 2 instrument by duly authot•ized agents and officers on this the 3rd day of June 3 , 2025 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 (Princip Secretai•y Michael S� acola � �t-�.� � � Witness as to Princ al Stephen Scott, Vice President ATTEST: �. ��.�t 1% ii�c-�Lvc:�.____ (Surety) Secl•etat•y � � � � --� , �\l tiaa�� : �C�\ , Witness to Sui•ety PRIN�� : Mari_ col Sons � B Y: � Signatui;,� �Iai•len Jort�s, Vice Presideni Na►ne and Title Address: 10950 Research Road Frisco, TX 75033 SURETY: Travelers Casualty and Surety Company of America B Y: �i��J�n.� �� -- �Signature Sophinie Hunter, Attorney-In-Fact Name and Title Add]'eSs: One Tower Square, S102A Hartford, CT 06183 ^Ielephone Number: 214-989-0000 vatin�. Inc. 33 �Note: If signed by an officer of the Surety Company, ther•e tnust be on file a cer•tified 34 extract from the by-laws showing that this pe�son has authority to sign such 35 obligation. If Surety's physical address is diffei•ent fi�om its mailing address, 36 37 38 39 both must be provided. The date of ihe bond shall not be pi•io�� to the date the Contract is awarded. CITY OP FORT WORTFI Walsh Ranch — Quail Valley — Planning Area SD —(PASD) S'CANDARD C[TY CONDITIONS — DEVELOPER AWARDED P20JECTS City Project No. 10551 1 Revised January 31, 2012 TRAVELERS� �ravelers Casuatty and Surety Company of America Travelers Casualty and Surety Company St. Pau) Fire and Marine Insurance Company I�•Pi►1�3•l�iii•7�.t�1 KNUW AZL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casuaity and Surety Company, and St. Paui Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectiveiy calletl tne "Companies"), and that the Companies do hereby make, constitute and appoint Sophinie Hunter of DA�LAS , Texas , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bo�ds, recognizances, conditional undertakings and other writings obiigatory in the nature thereof on behalf of ihe Companies in their business of guaranteeing the fidetity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 1N WlTNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals io be hereto affixed, this 21st day of April, 2021. �+W?�.u�;:r�: o�' � :,N�, � �� h _ °z '�'}�''�� . S'� �� 4" �; k� r j'k� tS�i�Or. '�"'� � .� `d" NRqTFCfRO, "�' �JiV'dt;�.C3.�,°'L .. ra Gi�`U4. 1 �:Ck�N< � � �" � r�. €3�i x y h�g,t �•r. �i0`ati�' 'eb ya �� Y� �.b' a+F.ssz� " r '� � '�� State of Connecticut City of Hartford ss. gy; �, i� � -'�';�''�.r'.. -�'�� Robert L. Rane�enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and tliat he, as such, being authorized so to do, executed the foregoing instrument for ihe purposes therein contained by signing on behaif of said Companies by himself as a duly authorized o�cer. IN WITNESS WHEREOF, I hereunto sei my hand and official seal My Commission expires the 30th day of June, 2026 a Tts`'µa�t3•��i . r ��p�nr��Y ` �/�� 3� .,a*w "� �rG��L<. + ''"'`��' t Anna P. Nowik, Nota.ry Public 4 ��, s �ti,r,�Fr,js',r.'e� This Power of Attorney is yranted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in fuil force and effect, read'rng as foliows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seai bonds, recognizances, contracts of indemnity, and other writinr�s obligalory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any suci� appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that tha Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may defegafe alf or any part of the foregoing authority to one or more o�cers or employees of this Company, provided tnat each such delegation is in writing and a copy thereof is filed in the o�ce of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, ihe Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to fhe power pr�scribed in his or her certif+cate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTliER RE�OLVED, that the signature of each of the fqllowing o�cers: President, any Executive Vice President, any Seriior Vice President, any Vice Presiden!, any Assistant Vice President, any Secretary, any Assisiant Secretary, and the seal of the Company may be a�xed by far,simile t� any Power of Attorney or to any certiflcate relating thereto appoinfing Residenf Vice Presidents, Resident Assistant Secretaries or Attorneys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signafure and facsimile seai shall be valid and binding ori the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, fhe undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effeci. Dated this day of '0'"�!itl+a;`�� ta,�.lv zyo k5ldr°%y3i ,�'c�,"".tiqa� sc `. � � � � � � �` �� ti4?ti''),'i�� `is tw2JFtNiJ. � ��;� �C `��Ctk.'.Y. s� N�= ' n � � r 6 � �g � � ! ..' ;'', y �f°J �i3 a ,/�. }� �� Kevin E. Hughes, A�nt Secretary To verify the auihenticity of Ehis Power ofAttarney, p/�ase ca// us at 1-800-421-3880. P/ease refer tc flre above-named Attorney(sJ-in-Fact and t`he detai/s of the bond to which this PowerofQltorney is attached, �� . T�HY�LE�� IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualtv and Suretv Comnanv of America > for information or to malce a complaint at: Travelers Bond Attn: Claims One Tower Square, S 102A Nartfol•d, CT 06183 1-800-328-2189 You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. Tl�is notice is for information only and does not beeome a pa��t oi� a condition of the attached document and is given to co�nply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS C�] I t' C�t rUft � WvUlt 1 H �val�li ftanc•h — C�uaiJ Vallcv — Planni�ig.�r�a Sll — iP.45LJ} 5T;4TrU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1- Definitions and Terminology ................................................................. 1.01 Deiined Terms ...................................................................................... 1.02 Terminology ......................................................................................... Article2 - Preliminary Matters ...........................................................................................................................6 2.01 Before Starting Construction ..........................................................................................................6 2.02 Preconstruction Conference ............................................................................................................6 2.03 Public Meeting ................................................................................................................................6 Article 3- Contract Documents and Amending .................................................................................................6 3.01 Reference Standards ........................................................................................................................6 3.02 Amending and Supplementing Contract Documents ....................................................................6 Article 4- Bonds and Insurance .......................................................... 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 .................................................... ...7 ...7 ...7 ...7 ...9 .12 Article 5 - Contractor's Responsibilities ..........................................................................................................12 5.01 Supervision and Superintendent ...................................................................................................12 5.02 Labor; Working Hours ..................................................................................................................13 5.03 Services, Materials, and Equipment ............................................................................................13 5.04 Project Schedule ............................................................................................................................14 5.05 Substitutes and "Or-Equals" .........................................................................................................14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) .......................................16 5.07 Concerning Subcontractors, Suppliers, and Others .....................................................................16 5.08 Wage Rates ...................................................................................................................................18 5.09 Patent Fees and Royalties .............................................................................................................19 5.10 Laws and Regulations ...................................................................................................................19 5.11 Use of Site and Other Areas .........................................................................................................19 5.12 Record Documents ........................................................................................................................20 5.13 Safety and Protection ....................................................................................................................21 5.14 Safety Representative ...................................................................................................................21 5.15 Hazard Communication Programs ...............................................................................................22 5.16 Submittals ......................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee ............................................................................23 Page ..................................1 ..................................1 ..................................5 C] I Y C�t rC>K 1 t�v<_�K 1 H �ti�alsli Kanch -(Juai] 4'�llcy - Planni�ig Ama Sll - iPASLJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] FROJECTS Citv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 5.18 Indemnification ................................................... 5.19 Delegation of Professional Design Services ...... 5.20 Right to Audit : .................................................... 5.21 Nondiscrimination ............................................... Article 6- Other Work at the Site ...... 6.01 Related Work at Site....... Article 7 - City's Responsibilities . .......................................... 7.01 Inspections, Tests, and Approvals ........................ 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8- City's Observation Status During Construction .... 8.01 City's Project Representative .............................. 8.02 Authorized Variations in Work ........................... 8.03 Rejecting Defective Work .................................. 8.04 Determinations for Work Performed .................. Article 9- Changes in the Work .................................................... 9.01 Authorized Changes in the Work .............................. 9.02 Notification to Surety ................................................. Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price .......................................... 10.02 Change of Contract Time .......................................... 10.03 Delays ......................................................................... ............................. ............................. ............................. ............................. ............................. ............................. ............................. ........................... ............................. Article 11 - Tests and Inspections; Correction, Removal or Acceptance ofDefective 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 ....................................................................... Article12 - 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 .................................................................... ....................24 ....................24 ....................25 ....................25 ....................26 ....................26 .....................26 .....................26 .....................26 .....................27 .....................27 .....................27 .....................27 ....................27 .....................28 .....................28 .....................28 .....................28 : : : : ....29 ....29 ....29 ....29 ....30 ....30 ....30 ....30 ....31 .....................32 .....................32 .....................32 .....................32 .....................3 3 .....................33 .....................3 3 Article14 - Miscellaneous ................................................................................................................................34 14.01 Giving Notice ................................................................................................................................34 C'] f Y C1F FC>K f�'CIK 1 H �� al�h Kanc•h - UuaiJ V,illcy - Pl.mning Ama Sll - il'ASUi 5T;ti1rU,�RUC'ONSTTtUC'TI��NSRECIFIc_�TI�IJD(1�_�Uti1E.VTti I)E4'E.L(�PER,�11��r1RL1EC]PROJECTS C'itvPrnjcctVn,1i75s1I Rcvisoti �4arc.h :0, ?U?I I 14.02 Computation of Times ..... 14.03 Cumulative Remedies ....... 14.04 Survival of Obligations .... 14.05 Headings ............................ 34 34 35 35 C] I Y C�t rUft � wUK 1 H �val�li ftanc•h — C�uaiJ Vallcv —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 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 Te�ms 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 orforms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Wark 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calenda� Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) - A Contract between the Developer and the City for the Consti^uction of one or more following public facilities within the City public right-of- way or easement.• Water Sanitary Sewer Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contr�act—The entire and integrated written document incorporating the Contract Documents between the Develope�; Contractor; and/or City concerning the Work. The Contr�act supersedes prior negotiations, representations, or agreements, whethe� 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 gene�al conditions of the Develope�, including: a. An Agreement C'] fY C�F 1-�UR 1 t��UK 1 H �� al�li ftanc•h — C�uaiJ Vallcy —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 � c. d. e. f. g• h. i. 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 Contractar submittals, and the reports and drawings of subsurface and physical conditions are notContract Documents. 10. Contracto� The individual or entity with whom Developer has entered into the Ag�^eement. 11. Day or day — A day, unless other�wise defined, shall mean a Calendar Day. 12. Developer — An individual o� entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional sei^vices for the Developer. I5. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Cont�act Documents has been completed to the satisfaction of the City. C] I Y C�F rUft � wUlt 1 H 1val�li Ranc•h — C�uaiJ V,illcv — Planni�ig .�r�a 5ll — il'ASLJ} 5T;41rU,1RU C'UNSTRUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to ver� that the Contr�actor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the ContractDocuments. 17. General Requirements A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and cou�ts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change O�der A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Wo�k o� an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 22. Pa�ticipating Change Order A document, which is prepa�ed for and approved by the City, which is signed by Contractor, Develope�, and City and authorizes an addition, deletion, or revision in the Work o� an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 23. Plans — See definition of Drawings. 24. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project—The Wo�k to be performed under the ContractDocuments. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of theProject. 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. Sa�nples Physical examples of rnaterials, equipment, or woNkmanship that a�e representative of some portion of the Work and which establish the standards by which such portion of the Workwill bejudged. C�] I t' C�t rUft � wc7K 1 H �val�li ftanc•h — C�uaiJ Vallcv —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;4TrU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals A schedule, prepared and maintained by Contractor of required submittals and the time requirements to support scheduled performance of Nelated construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Wo�k is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City o� Developer which a�e designated fo� the use of Contractor. 32. Specifications—That part of the Cont�act Documents consisting of w�itten require�nents for materials, equipment, systems, standards and wo�kmanship as applied to the Work, and ce�tain administr�ative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of eachProject. 33. Standa�d City Conditions — That part of the Contract Documents setting fo�th requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Cont�actor or with any other Subcontractor for the performance of a part of the Work at theSite. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or inforination 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 Cont�actor who is available at all times and able to receive instructions f�o�n the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier A manufacturer, fabricator, supplier distributor materialman, or vendor having a direct contract with Contractor or with any Subcontractor to fu�nish mate�ials or equipment to be inco�porated in the Work by Contractor orSubcontractor. 39. Underground Facilities All unde�ground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, o� other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water other liquids or chemicals, or tra�c o� other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a.m. and ending at S: DD p.m., Saturday, Sunday or legal holiday, as app�oved in advance by the City. C'] I Y C1F 1-�UFt l�'UK 1 H 1v,�l�li Ranc•h — C�uaiJ V,illc.� — Planni�ig Ar�a Sll — iPASLJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] FROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the va�ious separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, se�vices, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the ContractDocuments. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the perfo�mance of the principal unit of wo�k undenvay fo� a continuous period of not less than 7 hours bet►veen 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 ward "defective," when modifying the word "Work," refers to Wark 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: L The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the ward "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. C] I Y C�t rUft � t�vUlt 1 H �val�li ftanc•h — C�uaiJ Vallcv —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 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 Contractar 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 ContractDocuments. 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 ContractDocuments. 3.02 Amending and Supplementing ContractDocuments 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 followingways: 1. A Field Order; C'] I Y C1F FUKI �'UK 1 H 1v,�l�li Ranc•h — C�uaiJ V,illc.� — Planni�ig .�rra Sll — iPASLJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] FROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 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 InsureNs All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accardance 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 and4.02.C. 4. 03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. C'] I Y C1F 1-�UFt l W'[)R7 H �ti�alsh ftani;h — C?uaiJ 1'�llc.� — Planni�ig Ana Sll — iPASLJ} 5T;ti1rU,�RU CUNSTTtUCTIUN SpEC IFI�'nT[c►V UOCUti1EVT5 I)EVE.L(7FER AWr1RL1EC] FROJECTS Citv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements ar 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 C'] fY C1F 1-�Ult l�'UK 1 H 1v,�l�li Ranc•h — C�uaiJ V,illc.� —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PROJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 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 far 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 ar 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 C'] f Y C1F 1-�UFt l�'UK 1 H �� al�li ftanc•h — C�uaiJ Vollc.� — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU CUNSTTtUCTIUN 4REC IFIC :1T1� ti�J Di16_�Uti1E.VT� UEt'E.LOFE2 A4h+r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits oi a. $1,000,000 eachoccurrence 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 j ob 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 beliable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the followingamounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired andnon-owned. C] I Y C�t rUft � t�vUlt 1 H �val�li ftanc•h — C�uaiJ Vollcv — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 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 wark or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the followingrequirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operatedby: NONE 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, ar 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 speciiied herein likewise relate to the Contractor's use of private and/ar construction access roads crossing said railroad company's properties. 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 railroadproperty: a. General Aggregate: b. Each Occurrence: : NONE 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- CTfY C�F 1-�UR f t��UK 1 H 1v,�l�h ftanc•h — C�uaiJ Vollcy —1'lanning.�na Sll — iPAS[J} 5T;41rU,1RU C'UNSTTtUCTIUN SpEC IFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repairwork performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.OS 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 S.Ol 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 C'] fY C1F 1-UR I�'CIK7 H 1v,�l�li ftanc•h — C?uaiJ V,illcy — Planni�ig Ar�a Sll — il'A�vi 5T;41rU,1RUCUNSTKU(_TIUN4PECIFIc_1TI��y[l[11.�Uti1E.VTS I)Et'E.L(�f'ER,�11�%r1RL1EC]PR(7JECT5 C'itvPrnjc�tVn,lo�sll Rcvisoti �4arc.h :0, ?U?I I 00 73 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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; Wo�king 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 arder at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site ar 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 precedingThursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. S. 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. C] I Y C�t rUft � wUK 1 H 1� al�li Ranc•h — C�uaiJ Vollcv — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PRUJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 C. All materials and equipment to be incorparated 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. S. 04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accardance 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 byparticipating change orders. S.OS Substitutes and "Or-Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal " Items: If in City's sole discretion an item of material ar 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 ar equipment will be considered functionally equal to an item so named i£ 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 C'] I Y C1F 1-�Ult l�'UK 1 H �� al�li ftanc•h — C�uaiJ Vallcy — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 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 iinal 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 subj ect 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 C] I Y C�F rUft � wc7K 1 H 1val�li ftanc•h — C�uaiJ Vollcv — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractar shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph S.OS.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs S.OS.A and S.OS.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them fi^om and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials orequipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs S.OS.A.2 and S.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contracto�'s Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Cont�actors and Subcontractors) A. The Contractar and any subcontractors are required to be prec�ualified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: C'] I Y C�F 1-�UR 1 t��UK 1 H 1v,�l�li Ranc•h — C�uaiJ Vallc.� — Planni�ig.�r�a Sll — il'ASLJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ /�/ Required for this Contract. (Check lhis box ifi there is any Ciry Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, ar files in the possession of the Contractar 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, ar other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract C'] I Y C�F rUft � wUlt 1 H 1val�li ftanc•h — C�uaiJ Vollcv —1'lanni�ig .�r�a Sll — il'.45LJ} ST;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. S. 08 Wage Rates ❑ Required for this Contract. � Not Required for this Contract. A. Duty to pay P�evailing 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 llth 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 enfarced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and C] I Y C�F 1-�UR 1 t��UK 1 H 1v,�l�l► Ranc•h — C�uaiJ Vallcy — Planni�ig.�r�a Sll — il'ASLJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] FROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 shallbe 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, Contracto� shall indemn� and hold harmless City, fi�om 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 arbit�ation or other dispute Nesolution costs) arising out of o� relating to any infi�ingement of patent rights or copyrights incident to the use in the performance of the Wo�k or resulting from the incorporation in the Work of any invention, design, process, product, or device not spec�ed 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. 511 Use of Site and OtherAreas A. Limitation on Use of Site and OtheNAreas: 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 C] I Y C1F rC>ft l�'UK 1 H �� al�li ftanc•h — C�uaiJ Vollc.� — Planni�ig .�r�a Sll — iP.45LJ) 5T;41rU,1RU C'UNSTTtUCTIUN tiPEC IFIc_ \T[CtV UOC'U�IEVTS DEVE:LOFE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 ar occupant because of the performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim. 4. Pursuant to Paragraph 518, Contractor shall indemnify 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 againstCity. B. Removal of Debrzs During Performance of the Work.• During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning.• 24 hours after written notice is given to the Contractor that the clean- up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Str�uctures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endangerit. 512 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 C'] I Y C�t rUft � t�vUlt 1 H �val�li ftanc•h — C�uaiJ Vollcv —1'lanni�ig .�r�a Sll — il'.45LJ} ST;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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 imbeddeditems. 513 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 514 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. C'] I Y C1F FUKI �'UK 1 H �� al�li Ranc•h — C�uaiJ Vallc.� — Planni�ig .�rra Sll — iP.45LJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h+r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 515 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 516 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the ContractDocuments. 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 far the limited purposes required by Paragraph5.16.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. C] I Y C�t rUft � t�vUK 1 H 1val�li Ranc•h — C�uaiJ Vallcv — Planni�ig.�r�a Sll — il'ASLJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 517 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 causedby: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the ContractDocuments: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or finalpayment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or C'] 14` C1F 1-�UFt l W'[)It�1 H �ti�alsli Kanch —(luai] 4'allcy — Planni�ig Ana Sll — iPASLJ} ST;ti1rU,�RU CUNSTTtUCTION SpEC IFI�'nT[c►V UOCUti1EVT5 I)EVE.Lc7FER AWr�RL�EC� FROJECTS Citv Projcct *1n, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 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 wark 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 ofactions. 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 properry 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. 519 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. (�] I t' C�t rUft � WvUlt 1 H 1val�l► Ranc•h — C�uaiJ Vollcv — Planni�ig .�r�a Sll — il'.45LJ} 5T;4TrU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Cityfunds 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. C] I Y C1F FUKI �'UK 1 H 1v,�l�li Ranc•h — C�uaiJ V,illc.� — Planni�ig .�rra Sll — iPASLJ} 5T;41rU,1RU CUNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] FROJECTS C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 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 wark with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Wark 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, ar otherwise altering such wark; 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 Wark except for latent defects in the wark 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 far Contractor's failure to perform the Work in accordance with the ContractDocuments. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. C] I Y C�F rUft � wc7K 1 H 1val�li ftanc•h — C�uaiJ Vollcv — Planni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PROJECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the ContractDocuments. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the ContractDocuments. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. C�] I t' C�t rUft � WvUlt 1 H �val�li ftanc•h — C�uaiJ Vallcv — Planni�ig.�r�a Sll — iP.45LJ} 5T;4TrU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 8.04 Determinations for WorkPerfor�ned Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9— CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work ar 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 ContractPrice 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 anticipatedproject. C] I Y C�t rUft � t�vUlt 1 H 1val�l► Ranc•h — C�uaiJ Vallcv —1'lanni�ig .�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.O1 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11. 03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coardinate 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 anegative result and require a retest. C'] 14` C1F 1-�UFt l W'[)It�1 H �� al�li ftanc•h — C�uaiJ Vallcy — Planni�ig .�r�a Sll — iP.45LJ} ST;ti1rU,�RU CUNSTTtUCTION SpEC IFI�'nT[c►*1 UOCUti1EVTs I)EVE.LOFE2 A4h�'r1RL1EC] PROJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Wark, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract C']l Y C1F FUKI �'UK 1 H 1v,�l�l► Ranc•h — C�uaiJ Vollc.� — Planni�ig .�rra Sll — iP.45LJ} ST;ti1rU,�RU CONSTTtUC'TIUN SREC IFIc_ :1TIl�y [l[11_�Uw1EVTti DEt'E.L(7FER AWr1RL1EC] PROJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 ar replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are C'] fY C�t rC>K 1 t��UK 1 H 1v,�l�li Ranc•h — C�uaiJ Vallc.� — Planni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICJIT[t►V UOClIti1EVT5 I)EVE.L(7FER AWr1RL1EC] PROJECT5 C'itv Projcct Vn, 10551 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractar 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 Contractar, 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 ContNactor's Warranty of Title Contractor warrants and guarantees that title to all Wark, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: C] I Y C�t rC>K 1 t��UK 1 H �Val�li ftanc•h — C�uaiJ Vallcy — Planni�ig Ana Sll — iPASLJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOPE2 A4h�'r1RL1EC] PR(]JECTS Citv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 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 Wark is incomplete or defective. Contractar shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to FinalAcceptance; 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 ar 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 C] I Y C�t rC>K 1 t��UK 1 H 1v,�l�li ftanc•h — C�uaiJ Vallcy —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 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, Contractar 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 nar become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14. 01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation far whom it is intended; ar 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 otherparty. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receivingparty. 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. C] I Y C�t rUft � t�vUlt 1 H �val�li ftanc•h — C�uaiJ Vallcv — Planni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTRUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.LOFE2 A4h�'r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I 00 73 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14. 04 Sur-vival 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. C] I Y C�t rC>K 1 t��UK 1 H 1v,�l�li ftanc•h — C�uaiJ Vallcy —1'lanni�ig.�r�a Sll — iP.45LJ} 5T;41rU,1RU C'UNSTTtUCTIUN SPECIFICl1T[C►V UOClIti1EVTS I)EVE.L(7FE2 A4h+r1RL1EC] PR(]JECT5 C'itv Projcct Vn, 105s1 I Rcvisoti �4arc.h :0, ?U?I I oi lioo-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 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract ll 2. Division 1- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing a111abor, materials, and equipment, and performing 20 all Wark necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be speciiically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. C'I fY CJF 1-UK f WUR 1 H ti��alsh Kanch — c;luail Vallc}� — Planning Ama Sll — iPASUi 5T;1�D:1RD CC�NSl'RUC"1'1�=fN 5pEC'IFICAT[[_lV L7c�CUti1EVTS DEVELOPE[t A�'.�RDED PROJECTS C'iry Projcct Va. 1055I I Rcviscd P•t:uch 2f1, 3Q °fl oi ii oo-z DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. ll 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 Wark 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 speciiically provided in the proposal. C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED� 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 SECTION O1 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure far requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteriaor defned 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 Specifcation 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 L 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 Specifcations 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 detertnined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting speciiied requirements, or other factors beyond control ofContractor; or, C'] f4 (iF 1-C1K 1 4VUR J H �� al�li Itanch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 � c. 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name ar tag number assigned to ariginal product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of speciiied 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. C']f1' Uh hUKf W'URJH t'��al�hlt�m4h—c;luail Vallc}�—PlanninkAr�aSll—iPASUi STA�U:1kL7 CCINtiTRI.ii`T'1�1N 5C'ECIFIC';\T[( IV C)c�C'Uti1EVTS IIEVELCIPER A1��nRDED PROJEc:TS L'iry Prajcct Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ 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] 1J CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 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 C'1fY Clh FC1Kf 44'URJH 5T;1�U;1kC)C'ONtiTRI.ii�'T'1�1N Sf'ECIFIC';\T[(IV C)c�C'Uti1E:VT5 Rcviscd P•t:uch 2f1, 3Q °fl SUMMARY OF CHANGE ��al�li Kcmch —Uuail Vallc.� — Planning.�r�a Sll— iPA5L11 I1E:t'EL�IPER A1��ARDED PRC)JECTS C'iry Prajcct Va. 10551 I O1 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXffiBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the speciiied item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Address Date Telephone For Use by City: Approved Citv Not recommended Received late By Date Remarks Date Rej ected i�1 l 4(iB l=OIt! 11+(:IR I H �'� ul.h it.m4�h — Vii,iil t'allcv — Plannine Ana {11— i.P.451)? ST,1AU,1kC� C'ONtiTkUt`T'IC1N yf'ECIFIC';1T[C►V C�UC'Uti1E:VTS IrE:t'ELc)PER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 3 SECTION O1 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification L No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attendingmeetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives £ Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description ofProject c. Status of right-of-way, utility clearances, easements or other pertinentpermits 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 L 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 C'] f4 (iF 1-C1K 1 4VUR J H �� al�li Itanch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C'114' C1F FC1K 1 44'UR7 H ��alsli Kcmch — Uuail Vallc.� — Planning Ar�a Sll — iPASLIi 57;1�U;1kC) C'ONtiTRI.ii`T'1�1N 5f�EC�IF1�';\T[( IV C)c�C'Uti1EVTS IrE:VEL�lPER nwARCrED PRC)JECTS L'iry Prajccc Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 013120-1 DAP PROJECT MEETINGS Page 1 of 3 SECTION O1 31 20 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as TieN 3 or Tier 4.J PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enableorderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations 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. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attendingmeetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held whenrequested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of ineeting to be determined by the City. 3. Attendees C'l fY CJF 1-UK f WUR 1 H �►�alsh Itanch — c;luail Vallc}� — Planning Ama Sll — lPASUi 5T;1�D:�RD Cc�Nsl'Rl.i��TIaN SPECIFICnTIcIV pc]Ct�UEVTS DEVELOPE[t A�'.�RDED PROJECTS C'iry Projccc Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013120-2 DAP PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. Ciry's representatives £ Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts £ Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request C']f4' Uh FUKf 44'URJH t��al�hlt�mtiJi—c;luail Vallcy—PlanningAr�aSll—iPASUi 57;1�UAkC) C'ONtiTRI.ii`T'1�1N 5f'ECIFIC';\T[( IV C)c�C'Uti1EVTS IIEVEL�IPER A1��nRDED PRC)JEc:Ts L'iry Prajcct Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 013120-3 DAP PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 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 ['1 0 4' (iB l=(.}9t 0 11+( IR 1'H 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013216-1 DAP CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 SECTION O1 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - 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 Specification 1. None. C. Related Specifcation 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. M asurement 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. Definitions b. c. d. e. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration pro� ects Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects Tier 4- Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with longdurations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 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. C'l fY CJF FUK f WUR7 H �'� ul.h ;tcencJi — Quail Vallc}� — Planning Ama Sll — lPASlli 5T;1�D:1RD CC�NSl'Rl.i["T'It�N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IfE:VELc)PER AwARDED PROJECTS C'iry Projccc Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 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 work 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. 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 City, make some ar 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 eliminate the backlog ofwork 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 1eve1 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. C'1IY (1F 1-C1K1 4VUR1H ��ul�h Ittmch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLIi ST;1�U;1kC) C'(_►NtiTRUC`T'IUN yf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL�IPER,\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013216-3 DAP CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified inthis 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 all 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 network will not be the basis for a change therein. 1. 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 before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submittedwithin the foregoing time limit. b. From time to time, it may be necessary far 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 bis 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. 2. 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 eitherthe Contractor or the City. 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 theproject. C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013216-4 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 Where work is to be performed under this Contract concurrently with or contingent upon work 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. 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 justiiication 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. i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 meetingthe standard of care for the construction industry for similarprojects. 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION �NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE ['1 0 4' (iB l=(.}9t 0 11+( IR 1'H 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION O1 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developerprojects. 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 L2 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] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] C1 0 4' (iB l=O9t 0 11+( IR 1'H 11 ul.h ;tcen4�h — Cliiiiil 1',illc� — E'lae,7ine An.s {11— i.PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';1T[UV C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 — EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME �-rot c:ya �-s:,sto ��:�trit� 5T,1�U,1kC� C'cJNtiTkUt`T'IC)N yf'ECIFIC';1T[UV C)UC'Uti1E:VTS Rcviscd P•t:uch 2f1, 3Q °fl SUMMARY OF CHANGE 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I 013300-1 DAP SUBMITTALS Page 1 of 8 SECTION O1 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within thetime specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication � 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. C'111' iiF hC1Kf W'URJH �'�ul.h Itanch—Cliiiiil 1,�13c. —Plannin� Ar�a {ll—[PASI)? STA�U:1kL7CClNtiTRl.ii"T'1�1N 5f'ECIFIC';\T[UV C)UC'Uti1E:VTS I1E:t'ELOPER,\WARDEC) PROJECT5 L'iryPrujc�t Vv, 1i15,51 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1 1 11 1: C 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Fie1d measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certiiication Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/z inches x 11 inches to 8'/z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions C'114 (iF1-Cl�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-3 DAP SUBMITTALS Page 3 of 8 F 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals ll. An 8-inch x 3-inch blank space for Contractor and City stamps Shop Drawings As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Wark Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on theProject. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily 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 C'l ft' CJF FUKf WUR1H �'�ul.h ;tcen4�h —Cliiiiil 1',illc� — E'lae,7ine An.s {11— i:PASI)? 5T;1�D:IRDCC�NSl'RUC"1'1�=fN 5f�EC�IFIC';\T[C1V C)c�C'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iryP�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limitedto: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not confarm to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specifed. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the Ciry 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 C'l fY CJF 1-UK f WUR 1 H �►�alsh Kanch — c;luai] Vallc}� — Planning Ama Sll — iPASUi 5T;1�D:1RD CC�NSl'RI.iC'TIaN SPEC'IFIC'AT[C1V pc]Ctfi1EVTS DEVELc�PE[t n�'.�RDED PROJECTS C'iry Projccc Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the fnal product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a differentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractar's risk if not marked L c. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be perfarmed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the Ciry. 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 Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 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 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] 1J 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] i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 12/20/2012 D. Johnson SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days C'l fY UF 1-UK f WUR J H ��alsh Ranch - c;luail Vallc.� - Plannin� Ar�a Sll - iPASUi STA�U:IRD CC�NST'RI.iC"l'It)N 5PEC�IFIC'AT[t►V Cx�CUti1EVTS IIEVEL�lPECt A1�+nRDED PROJECTS L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION Ol 35 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blue is for information or guidance. Remove all blue text in the fznal project document.J 4 PART1- GENERAL 5 1.1 SUMMARY 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A. Section Includes: L The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Coniined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. £ Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking l. {Coordination with North Central Texas Council of Governments Clean Constr�uction Specification [remove if not requiredJ} B. Deviations from this City of Fort Worth Standard Specification 1. None. 23 C. Related Speciiication Sections include, but are not necessarily limited to: 24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 REFERENCES 29 30 31 32 33 34 35 36 37 1.3 38 39 40 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): i�10 4(iB l s:�Et 0 11+( IR I H �� ul.h Ittmch — Uii,iil Vallcy — I'lannine Ar�a {ll — iP.451)? ST,1�U,1kC) C'cJNtiTkUi�'T'IUN Sf'ECIFIC';1T[UV C)c�C'Uti1E:VTS I1E:t'ELOPER,\1��ARCiEC) PROJECT5 L'iry Prujcit Vv, 1�1551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 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 2 3 � 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines Work within 6 feet of high voltage electric lines a. Notiiication shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other coniined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 E. Water Department Coordination C'1 I Y C1F FC1K 1 44'UR fH ��al�lt Kcmch — Uuail Vallc.� — Planning .�r�a Sll — iPASLIi 5T;1�U;1kC) C'ONtiTRI.ii`T'1�1N Sf�EC�IFIC';\T[( IV C)c�C'Uti1E:VT5 IrE:t'EL�lPER nwARDED PRC)JECTS L'iry Prajccc Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 coardinate 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 sha11 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 consiruction 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) Ciry 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 fl 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 a11 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. C'1 I Y C1F FC1K 1 44'UR fH �� al�li Itanch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLIi 5T;1�U;1kC) C'ONtiTRI.ii`T'1�1N 5['ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � c. d. e. f. 17 18 19 20 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. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates £ Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 36 37 38 39 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. 40 41 K. Employee Parking 1. Provide parking for employees at locations approved by the City. 42 43 44 45 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.} CI f 1' C1F 1-UK f W'UR 1 H �►�alsh Kanch — c;luail Vallc}� — Planning Ama Sll — iPASUi 5T;1�D:1RD CC�NSl'RI.iC'TIaN SPEC'IFIC'ATICIV pc]Ctfi1EVTS DEVELOPE[t A�'.�RDED PROJECTS C'iry Projccc Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED� 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1J 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. C'114 f:iF l-UK I 41+(:1tt 1 H �� ul�h Ittmch - Uii,iil Vallcy - Plannin� Ar�a {ll -[PASI)? ST,1�U;1kC) C'ONtiTkUC`T'IUN yf�EC�IFIC';\T[C1V C)c�C'Uti1E:VTS IrE:t'ELOPER,�wARDEC� PFtOJECT5 L'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) 2 3 4 5 6 7 s 9 10 11 12 13 Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: � 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 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.> �C].C7 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL ['1 0 4' (iB l=(.}9t 0 11+( IR 1'H 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 FORT WORTH �: DOE I'!O. XXXX Project llame: I�IOTICE 4F ?EMPORARY WA1ER SERVICE II�ITERRtIPTIOI�i DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND . IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 . - --- ----__ _ 4 C1 0 4' (iB l=O9t 0 11+( IR 1'H 11 ul.h 3t.en4�h - C1ii;iil 4',illc� - 6'la�,nine Ana {11- i.PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment ofall Quality Control testing. b. Ciry is responsible for performing and payment for first set of Quality Assurance testing. 1) If the iirst Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all requiredpayments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, suff'iciently 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. i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl Ol 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 City's document management system. i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h - C1ii,iil t'al3cv -!'lannine Ana i11- i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies ar 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. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired C'1 f Y(1F 1-C1K f 4VUR7 H �� ul�h Itanch — Vii,iil Vallcy — Plannine An.s {11— i:PASI)? ST;1�U;1kC) C'(_►NtiTRUi"T'IUN yf'ECIFIC';1T[C1V C)c�C'Uti1E:VTS IrEVEL�IPER,\WARCiEC) PROJECT5 C'iry Prujc�t Vv, 1i15,51 I Rcviscd P•t:uch 2f1, 3Q °fl 015000-2 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 service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractorpersonnel 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 ofhealth. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughoutProject. 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. P1ace 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 C'l fY CJF 1-UK f WUR J H ��alsh Ranch — c;luail Vallc}� — Plannink Ar�a Sll — iPASUi 5T;1�D:1RD CC�NST'RUi"T'It)N SPEC'IFIC'AT[[►�1 Cx�CUti1EVTS DE�`ELOPE[t A�'nRDED PROJECTS L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on-ca11 at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damagedue to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3S [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD �oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities C']f4 (iF1-{1�� 4VUR1H ��alsliKcmch—UuailVallc.�—PlanningAr�aSll—iPA5Ll1 5T;1�U;1kC) C'(_►NtiTRUt`T'1�1N Sf'ECIFIC';\T[( IV C)c�C'Uti1EVTS IrE:VELCIPER A1��ARCiED PRC)JECTS C'iry Prajcct Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 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 Wark. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME �-rot c:�a ts:,eto ��:�triat tiT,1�U,1kC� C'cJNtiTkUt`T'IC)N yf'ECIFIC';1T[UV C)UC'Uti1E:VTS Rcviscd P•t:uch 2f1, 3Q °fl SUMMARY OF CHANGE �'� ul.h ;tcen4�h — Cliiiiil 1',illc� — E'lae,7ine An.s {11— i:PASI)? IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I 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 PART 1 - 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 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 trafiic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Trafiic Control Plans to City Transportation and Public Works Department. i�1 l 4(iB l=OIt! 11+(:IR I H �'� ul.h it.m4�h — Vii,iil t'allcv — Plannine Ana {11— i.P.451)? ST,1AU,1kC� C'ONtiTkUt`T'IC1N yf'ECIFIC';1T[C►V C�UC'Uti1E:VTS IrE:t'ELc)PER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised trafiic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffc Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 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 C'114 f:iF l-UK I 41+(:1tt 1 H �� ul�h Ittmch — Uii,iil Vallcy — Plannin� Ar�a {ll —[PASI)? ST,1�U;1kC) C'ONtiTkUC`T'IUN yf�EC�IFIC';\T[C1V C)c�C'Uti1E:VTS IrE:t'ELOPER,�wARDEC� PFtOJECT5 L'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE C'1 I Y C1F FC1K 1 44'UR fH ��al�lt Kcmch — Uuail Vallc.� — Planning .�r�a Sll — iPASLIi 5T;1�U;1kC) C'ONtiTRI.ii`T'1�1N Sf�EC�IFIC';\T[( IV C)c�C'Uti1E:VT5 IrE:t'EL�lPER nwARDED PRC)JECTS L'iry Prajccc Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 015713-1 DAP STORM WATER POLLUTIONPREVENTION Page 1 of 3 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related 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 L2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. C'l fY CJF 1-UK f WUR J H ��alsh Ranch — c;luail Vallc}� — Planning Ama Sll — iPASUi 5T;1�D:1RD CC�NSl'Rl.i["T'I��N SpEC'IFIC'AT[[►V Cx�CUti1EVTS DEVELOPE[t A�'ARDED PROJECTS C'iry Projcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl Ol 57 13 - 2 DAP STORM WATER POLLUTIONPREVENTION 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) GeneralConstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discbarge Elimination System (TPDES) GeneralConstruction 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 Submit in accordance with Section O1 33 00, except as statedherein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division forreview C'114 (iF1-Cl�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 01 57 13 - 3 DAP STORM WATER POLLUTIONPREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section O1 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C'] f 4` (iF 1-C1K f 4VUR J H �� al�li Itcmch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'ONtiTRUi`T'IUN Sf'ECIFIC';\T[( IV C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 015813-1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.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 accardance with City's Standard Details for project signs. ['1 0 4' (iB l=(.}9t 0 11+( IR 1'H 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I��N yf�ECIFIC';\T[C1V C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 58 13 - 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 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 58 13 - 3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised for DAP application C'] f4 (iF 1-C1K 1 4VUR J H �� al�li Itanch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl O 1 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httas://apns.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. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section Ol 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] C'] f4 (iF 1-C1K 1 4VUR J H �� al�li Itanch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prujcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl O 1 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 10/12/12 D. Johnson 4/7/2014 03/20/2020 SUMMARY OF CHANGE Modified Location of City's Standard Product List M.Domenech Revised for DAP application Removed reference to Buzzsaw and noted that the City approved products list is D.V. Magana accessible through the City's website. C'] f 4` (iF 1-C1K f 4VUR J H �� al�li Itcmch — Uuail Vallc.� — Planning .�r�a 5ll — iPASLI) 5T;1�U;1kC) C'ONtiTRUi`T'IUN Sf'ECIFIC';\T[( IV C)c�C'Uti1E:VTti I1E:t'EL�IPER AWARDED PRt7JECT5 L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl oi6600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - 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 Specifcation 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 timelyinstallation 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. i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 Work 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 Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's ProjectRepresentative. 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 ofpremises. 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 iire 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. i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 [ox] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION C'114 f:iF l-UK I 41+(:1tt 1 H �� ul�h Ittmch — Uii,iil Vallcy — Plannin� Ar�a {ll —[PASI)? ST,1�U;1kC) C'ONtiTkUC`T'IUN yf�EC�IFIC';\T[C1V C)c�C'Uti1E:VTS IrE:t'ELOPER,�wARDEC� PFtOJECT5 L'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 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 C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl oi�000-i DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: b. c. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. Demobilization 1) Transportation of Contractar'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 Mobilization and Demobilization do not include activities for speciiic items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for theContractor'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 proiits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization C1 0 4' (iB l=O9t 0 11+( IR 1'H 11 ul.h ;tcen4�h — Cliiiiil 1',illc� — E'lae,7ine An.s {11— i.PASI)? 5T,1�U,�4kC� �'CEN5Tkl!t`T'I�)N Sf�EC�IFIC';1T[UV C)c�C'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl oi �o 00 - a 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 Wark Order 2) Demobilization shall consist of the activities and cost necessary for: a) b) c) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order Site Clean-up for each issued Work Order Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work far which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization far 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 L Mobilization and Demobilization a. Measure c. � 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in theContract 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. 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) No payments will be made for standby, idle time, or lost profits associated this Item. i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost proiits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents � c. � Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. 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) No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents � c. � 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. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) 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] C'] f4' UF hUK f W'UR7 H t'��al�h R�mtiJi —Quail Vallcy — Planning Ar�a Sll— iPASUi 57;1�U:1kL7 CCINtiTRI.ii`T'1�1N 5f'ECIFIC';\T[( IV C)c�C'Uti1EVTS IIEVEL�IPER A1��nRDED PRC)JEc:TS L'iry Prajcct Va. 10551 1 Rcviscd P•t:uch 2f1, 3Q °fl 017000-4 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 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised far DAP application �-rot c:ya �-s:,sto ��:�trit� 5T,1�U,1kC� C'cJNtiTkUt`T'IC)N yf'ECIFIC';1T[UV C)UC'Uti1E:VTS Rcviscd P•t:uch 2f1, 3Q °fl 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 SECTION O1 7123 CONSTRUCTION STAKING AND SURVEY A.Section Includes: l. Requirements for construction staking and construction survey 7 8 B.Deviations from this City of Fort Worth Standard Specification 1. See Changes (Highlighted in Yellow). 9 C.Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 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. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 1.3 REFERENCES 39 A.Definitions i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 1. 2 3 4 2. 5 6 3. 7 8 9 10 4. 11 12 13 14 15 16 17 18 19 20 21 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254 24 (qualifications based selection) for this project. 25 1.5 SUBMITTALS 26 A. Submittals, if required, shall be in accordance with Section O1 33 00. 27 B. All submittals shall be received and reviewed by the City prior to delivery of work. 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 29 A.Field Quality Control Submittals 30 1. Documentation verifying accuracy of field engineering work, including coordinate 31 conversions if plans do not indicate grid or ground coordinates. 32 2. Submit "Cut-Sheets" conforming to the standard template provided by the City (refer to O1 33 71 23.16A1— Attachment A— Survey Staking Standards). 34 35 1.7 CLOSEOUT SUBMITTALS 36 B. As-built Redline Drawing Submittal 37 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 38 constructed improvements signed and sealed by Registered Professional Land Surveyor 39 (RPLS) responsible for the work (refer to O1 71 23.16.01 — Attachment A— Survey Staking 40 Standards) . Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. As-built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one 2 (1) week prior to scheduling the project final inspection for City review and comment. 3 Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to 4 the City prior to scheduling the construction final inspection. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 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 A.Construction Staking 1. Construction staking will be performed by the Contractor. 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 de�cient 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 sha11 perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible far 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. ['1 0 4' (iB l S.�Et 0 11+( IR 1'f t 11 ul.h ;tcen4�h — Cliiiiil 1',illc� — E'lae,7ine An.s {11— i.PASI)? 5T,1�U,�4kC� �'CENSTkI!t`T'I��N yf�ECIFIC';1T[UV C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 l. Required As-Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as-built surveying. b. It is the Contractor's responsibility to coordinate the as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as-built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non-gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) � Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i)Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. ['1 0 4' (iB l S.�Et 0 11+( IR 1'f t 11 ul.h ;tcen4�h — Cliiiiil 1',illc� — E'lae,7ine An.s {11— i.PASI)? 5T,1�U,�4kC� �'CENSTkI!t`T'I��N yf�ECIFIC';1T[UV C)UC'Uti1E:VTS IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 2 3 4 5 6 7 F:3 0 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 112 WARRANTY 11 PART 2 - PRODUCTS 12 A.A construction survey will produce, but will not be limited to: 13 1. Recovery of relevant control points, points of curvature and points of intersection. 14 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently 15 permanent and located in a manner to be used throughout construction. 16 3. The location of planned facilities, easements and improvements. 17 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, 18 utilities, streets, highways, tunnels, and other construction. 19 b. A record of revisions or corrections noted in an orderly manner for reference. 20 c. A drawing, when required by the client, indicating the horizontal and vertical location 21 of facilities, easements and improvements, as built. 22 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 23 construction staking projects. These cut sheets shall be on the standard city template which 24 can be obtained from the Survey Superintendent (817-392-7925). 25 5. Digital survey files in the following formats shall be acceptable: 26 a. AutoCAD (.dwg) 27 b. ESRI Shapefile (.shp) 28 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard 29 templates, if available) 30 6. Survey files shall include vertical and horizontal data tied to original project control and 31 benchmarks, and shall include feature descriptions 32 PART 3 - EXECUTION 33 31 INSTALLERS 34 35 36 37 38 39 40 A.Tolerances: 1. 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. i_�114 (il t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — I'lannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 a. Earthwark: Grades for earthwark or rough cut should not exceed 0.1 ft. vertical 2 tolerance. Horizontal alignment for earthwark and rough cut should not exceed 1.0 ft. 3 tolerance. 4 b. Horizontal alignment on a structure shall be within .O.lft tolerance. 5 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways 6 shall be located within the confines of the site boundaries and, occasionally, along a 7 boundary or any other restrictive line. Away from any restrictive line, these facilities 8 should be staked with an accuracy producing no more than O.OSft. tolerance from their 9 specified locations. 10 d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric 11 lines, shall be located horizontally within their prescribed areas or easements. Within 12 assigned areas, these utilities should be staked with an accuracy producing no more than 13 0.1 ft tolerance from a specified location. 14 e. The accuracy required for the vertical location of utilities varies widely. Many 15 underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be 16 maintained. Underground and overhead utilities on planned pro�le, but not depending 17 on gravity flow for performance, should not exceed 0.1 ft. tolerance. 18 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 19 specifications or in compliance to standards. The City reserves the right to request a calibration 20 report at any time and recommends regular maintenance schedule be performed by a certified 21 technician every 6 months. 22 23 24 25 26 27 28 29 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 31.A. 2. Vertical locations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 APPLICATION 33 3.5 REPAIR / RESTORATION 34 A.If the Contractor's work damages or destroys one or more of the control monuments/points set by 35 the City or Developer's Project Representative, the monuments shall be adequately referenced for 36 expedient restoration. 37 1. Notify City or Developer's Project Representative if any control data needs to be restored or 38 replaced due to damage caused during construction operations. 39 a. Contractor shall perform replacements and/or restorations. 40 b. The City or Developer's Project Representative may require at any time a survey 41 "Field Checl�' of any monument or benchmarks that are set be verified by the City 42 surveyors or Developer's Project Representative before further associated work can 43 move forward. C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch—Uii,iil Vallcy—Plannin� Ar�a {ll—iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [oR] SITE QUALITY CONTROL 3 A.It is the Contractor's responsibility to maintain all stakes and control data placed by the City or 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3`d party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 39 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] 14 15 16 17 18 19 20 DATE 8/31/2012 8/31/2017 2/14/2018 21 NAME D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE Addcd instruction and modified measurement & payment under 1.2; added M Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2- PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey "during" and "after" construction; and revised acceptable digital survey file format C'114' (iF l-Ll�� 4VUR1H ��ul�h Itanch-Uii,iil Vallcy-Plannin� Ar�a {ll-iPASLI) ST,1�U;1kC) C'ONtiTRUi"T'IUN Sf'ECIFIC';\T[UV C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujc�t Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017423-1 DAP CLEANING Page 1 of 4 SECTION O1 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: L Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere 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 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule 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 specifcally designed for those materials. C'114 f:iF l-UK I 41+(:1tt 1 H �� ul�h Ittmch — Uii,iil Vallcy — Plannin� Ar�a {ll —[PASI)? ST,1�U;1kC) C'ONtiTkUC`T'IUN yf�EC�IFIC';\T[C1V C)c�C'Uti1E:VTS IrE:t'ELOPER,�wARDEC� PFtOJECT5 L'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 01 74 23 - 2 DAP CLEANING Page 2 of 4 i.ii FIELn �sITE� coNnITloNs �NOT usEn� 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 31 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oa] 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. i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 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 a11 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 ar convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site ar 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] 313 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CI f 1' [}F 1-UK f W'UR7 H ti��alsh Kanch - c;luail Vallcy - Planning Ama Sll - iPASUi 5T;1�D:�RD Cc�Nsl'RUC�CI�N SpEc�iFIC�nT[ou Dc�c'Lfti1EVTS DEVELOPE[t A�'.�RDED PROJECTS C'iry Projccc Va. 1 o55I I Rcviscd P•t:uch 2f1, 3Q °fl oi �n9 - i DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION O1 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure far closing out a contract 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. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. C'l fY iyF 1-UK f WURJ H ��al�h R�mch —c;luail Vallc.� — Plannin�.�r�a Sll— iPASUi STA�U:'1RD CCINtiTRI.�i"T'1�1N 5PECIFIC'AT[(1V C)c�C'Uti1EVTS IIEVEL�lPER A1�+nRDED PROJECTS L'iry Prajcct Va. 10551 I Rcviscd P•t:uch 2f1, 3Q °fl oi �� i9-a DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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 fnal cleaning in accordance withSection O1 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Wark associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessaries 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 i�l ! 4(iB l=OIt � 11+( IR I H �'� ul.h it.en4�h — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrE:t'ELc)PER,�wARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (GreenSheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised for DAP application �-rot c:ya �-s:,sto ��:�trit� 5T,1�U,1kC� C'cJNtiTkUt`T'IC)N yf'ECIFIC';1T[UV C)UC'Uti1E:VTS Rcviscd P•t:uch 2f1, 3Q °fl 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION O1 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specifcation Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES �NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by Citypersonnel. 2. Format a. Size: 8'/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten i�l ! 4(iB l=OIt � 11+( IR I H ��al�lt Ktmch — C1ii,iil t'al3cv —!'lannine Ana i11— i.PASI)? ST,1AU,�4kC� �'c:fN5Tkl!t`T'I��N yf�ECIFIC';1T[C1V C)UC'Uti1E:VTS IrEVEL�lPER nwARCrED PROJECT5 t'iry Prujc�c Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. £ Cover 1) Identify each volume with typed or printed title "OPERATINGAND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. C'114 (iF1-Cl�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. � e. f. g• h. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking Servicing and lubrication schedule 1) List of lubricants required Manufacturer's printed operating and maintenance instructions Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts As installed control diagrams by controls manufacturer Each contractor's coordination drawings 1) As installed color coded piping diagrams C'114' CiF FC1K 1 44'UR7 H 11 ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? 57;1�U;1kC)C'ONtiTRI.ii`T'1�1N Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS IrEVELOPER,\WARCiEC) PROJECT5 C'iryPrujc�t Vv, 1i15,51 I Rcviscd P•t:uch 2f1, 3Q °fl 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: L Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings i_�114 (iF t-C�K I 11+(:Itt 1 H �� ul.h Ittmch — Uii,iil Vallcy — Plannine Ar�a {ll — iP.451)? ST,1�U;1kC) C'ONtiTkUt`T'1�1N yf'ECIFIC';�T[C►V Cx�C'Uti1E:VTS IrE:t'ELOPER,\WARCfEC� PROJECT5 L'iry Prujc�t Vv, 1i�551 I Rcviscd P•t:uch 2f1, 3Q °fl 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED� 1.12 WARRANTY [NOT USED] PART 2 — PRODUCTS [NOT USED] PART 3 — EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME 8/31 /2012 4/7/2014 D.Johnson M.Domenech �-rot c:ya �-s:,sto ��:�trit� 5T,1�U,1kC� C'cJNtiTkUt`T'IC)N yf'ECIFIC';1T[UV C)UC'Uti1E:VTS Rcviscd P•t:uch 2f1, 3Q °fl SUMMARY OF CHANGE 1.S.A.1 — title of section removed Revised for DAP Application 1'� ul.h 3t.en4�h — Crii:iil 4'allcv — 6'la�,nine Ana {11— i:PASI)? IfE:VELc)PER,�wARCrEC� PROJECT5 t'iry P�ujc�c Vv, 1i�551 I 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION O1 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records L Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C'114'(iFl-Ll�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST,1�U;1kC) C'ONtiTRl.ii`T'IUN yf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER;\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Wark, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements L Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the fnal Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required bythe Contract Documents. 111 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY [NOT USED] PART 2 - PRODUCTS 21 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising theContract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". C'114 (iF1-Cl�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and forreview by the City, until start of transfer of data to final Proj ect Record Documents. c. Maintain the job set at the site ofwork. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from ContractDocuments associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describethe change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits,piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may berelated reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full descriptionof changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a"cloud" around the area or areas affected. C'114 (iF1-Cl�� 4VURJH �tul�hltanch—Uu.iilVallc.�—Plannin�Ar�aSll—iPASLI) ST;1�U;1kC) C'(_►NtiTRUi"T'IUN Sf'ECIFIC';\T[C1V C)c�C'Uti1E:VTS I1E:t'EL(1PER,\WARDECI PROJECT5 L'iry Prujcct Vv, 10551 I Rcviscd P•t:uch 2f1, 3Q °fl O1 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the Ciry, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the Ciry, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 311 CLOSEOUT ACTIVITIES [NOT USED] 312 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME 4/7/2014 M.Domenech SUMMARY OF CHANGE Revised for DAP Application C'lfY UF 1-UKf WURJH 5T;1�U:'1RDCClNtiTRI.�C'TION 5PECIFIC'nT[(►V Cx�C'Uti1EVTS Rcviscd P•t:uch 2f1, 3Q °fl ��alsh Ranch — c;luail Vallc.� — Plannin� Ar�a Sll — iPASUi IIEVEL�lPECt 1\1�+nRDED PROJECTS L'iry Prajcct Va. 10551 I R �NE � L N G E E R I N G GEOTECHNICAL ENGINEERING REPORT WALSH RANCH PA5 SOUTHWEST OF THE WALSH RANCH COMMUNITY AND I-20 FORT WORTH, TEXAS Prepared For. Quail Valley Land Company, LLC 400 South Record Street, Suite 1200 Dallas, Texas 75202 Attn: Ms. Akiko Shimizu December 2022 PROJECT NO. 22-26749 www.roneenqineers.com ,R NE E N G E E R I N G December 2, 2022 Ms. Akiko Shimizu Quail Valley Land Company, LLC 400 South Record Street, Suite 1200 Dallas, Texas 75202 Re: Geotechnical Engineering Report Walsh Ranch PA5 Southwest of The Walsh Ranch Community and I-20 Fort Worth, Texas Rone Report No. 22-26749 Dear Ms. Shimizu: GEOTECHNICAL ENGINEERING EARTHWORKS CONTROL ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering Report for the referenced project. The geotechnical services perFormed for this study were carried out in general accordance with Rone Proposal No. P-33429, July 11, 2022. This report presents engineering analyses and recommendations for site grading, foundations, and pavements with respect to known project and site characteristics. Detailed results of our field exploration and laboratory testing are provided in the appendix of the report. 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, � ZEOFiE��1 •y�!:'� �11� �A.�:.",c71,� �"�� ...............::�_', w---� �....... .., 6 SONJA D. WILIIAMS � Pq..... ........................:..5 � �{,�°i3 <8566�o:a��.' Sonja D. Williams� P.E. P.V:� F. EN; : G� 022 Professional Engineer �^°S'0'O"�;::"' 12022 Mark D. Gra , .E. Partner Texas Engineering Firm License No. F-1572 DALLAS � FORT WORTH � AUSTIN � SAN ANTONIO � HOUSTON � KANSAS CITY 8908 AMBASSADOR ROW � DALLAS, TExP,s 75247 � TE�: 214.630.9745 P� 1 PROJECT INFORMATION ................................................................................................ . 1 2 PURPOSES AND SCOPE OF STUDY ................................................................................... 1 3 FIELD INVESTIGATION AND LABORATORY TESTING ...................................................... 2 4 GENERAL SITE CONDITIONS .............................................................................................. 3 4.1 Subsurface Soil Conditions .............................................................................................. 4 4.2 Groundwater .................................................................................................................... 6 4.3 Soluble Sulfates ............................................................................................................... 7 5 ANALYSIS OF SUBGRADE SOILS ....................................................................................... 7 5.1 Geotechnical Analysis ...................................................................................................... 7 5.2 Volume Change Potential of SubsurFace .......................................................................... 9 5.3 Seismic Site Class ......................................................................................................... 10 6 FOUNDATION SYSTEM RECOMMENDATIONS ................................................................. 11 6.1 Ground Modification and Subgrade Treatment ............................................................... 12 6.2 Excavation Safety Considerations .................................................................................. 12 6.3 Foundation Structures .................................................................................................... 12 7 SITE PREPARATION FOR CONSTRUCTION ..................................................................... 13 7.1 General .......................................................................................................................... 13 7.2 Excavations .................................................................................................................... 13 8 CONSTRUCTION OF SUBGRADE FILLS ........................................................................... 14 8.1 Subgrade Preparation .................................................................................................... 15 8.2 Construction of Subgrade Fills ....................................................................................... 15 8.2.1 Project Fills ...............................................................................................................16 8.2.2 Fill Material Requirements ........................................................................................16 8.3 Fill Construction Specifications ....................................................................................... 17 8.3.1 Recompaction of Existing Subgrade and Grade Raise Fil .........................................17 8.3.2 Utility Trench Backfill ................................................................................................18 8.3.3 General Fills for Site Grading and Drainage .............................................................19 8.3.4 Compaction Specification Summary .........................................................................19 8.4 Quality Control and Field Verification Testing ................................................................. 19 8.5 Construction Oversight ................................................................................................... 20 9 BUILDING FOUNDATION STRUCTURES ........................................................................... 21 9.1 Slab Foundation Design ................................................................................................. 21 10 PAVEMENTS ...................................................................................................................... 22 10.1 Rigid Pavement Design ................................................................................................ 22 10.2 Pavement Base Course ............................................................................................... 24 10.3 Pavement Construction and Maintenance Recommendations ...................................... 24 11 SITE COMPLETION AND MAINTENANCE ........................................................................ 25 11.1 Site Grading and Drainage ........................................................................................... 25 11.2 Landscaping and Irrigation ........................................................................................... 25 12 DETENTION / RETENTION POND ..................................................................................... 25 13 STUDY CLOSURE ............................................................................................................. 26 14 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD . ............................................ 27 CHARTS Plate COMPACTION DESIGN — BUILDING AND PAVEMENT SUBGRADE ......................................................................1a COMPACTION CONTROL —BUILDING AND PAVEMENT SUBGRADE ....................................................................1 b COMPACTION DESIGN — UTILITY TRENCH BACKFILL ...........................................................................................2a COMPACTION CONTROL — UTILITY TRENCH BACKFILL .......................................................................................2b RECT"^ COMPACTION DESIGN REPORTS ...................................................................................... REC-01 — REC-08 APPENDIX A Plate VICINITYMAP .......................................................................................................................................................... A.1 GEOLOGYMAP ........................................................................................................................................................ A.2 BORINGLOCATION DIAGRAM ............................................................................................................................... A.3 LOGSOF BORING .........................................................................................................................................A.4-A.186 KEY TO CLASSIFICATIONS AND SYMBOLS ...................................................................................................... A.187 UNIFIED SOIL CLASSIFICATION SYSTEM ........................................................................................................ A.188 SOLUBLE SULFATE TEST RESULTS .................................................................................................................. A.189 SWELLTEST RESULTS ....................................................................................................................................... A.190 SWELL PRESSURE TEST RESULTS ........................................................................................................A.191-A.193 RESULTS OF SIEVE ANALYSIS .................................................................................................................A.194-A.196 ARPEN�IX B Paqe FIELDOPERATIONS ................................................................................................................................................ B.1 LABORATORY TESTING .......................................................................................................................................... B.2 LIME STABILIZATION OF COMPACTED CLAYEY SOILS ....................................................................................... B.3 APPEN �( G Paqe IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ...................................... C.1 / �N� ENG EERiNG GEOTECHNICAL ENGINEERING REPORT 1 PROJECT INFORMATION The planned project is located on approximately 159 acres of land located in the City of Fort Worth Extraterritorial Jurisdiction (ETJ) in Parker County, Texas. A tabular summary of the proposed project is provided below: Table 1: Project Description Item Location Project Description Existing Site Conditions Topography Hydrogeologic Setting Geology Description The site is located north of Interstate 20 (I-20), east of a gravel drive, southwest of The Walsh Ranch Community, and approximately 0.8 miles west of Walsh Rach Parkway in the City of Fort Worth ETJ, Parker County, Texas. The project consists of developing a residential community with associated utilities, and paved streets. Approximately 412 residential lots are planned on the roughly 159 acre site. An amenity center is not anticipated within this phase. The site is comprised of vacant land covered predominately with native grasses. A few dirt roads are located on the property. An existing detention pond and recreational lake are located adjacent northeast of the property. Immediately north and northwest of the detention pond, surface scarring is observable on the property from Google EarthO. The surface scared area covers approximately 7 acres and appears to be a filled area on the property, possibly from development of earlier phases of the community. Based upon data from dfwmaps.com, the site generally slopes downward to the north- northeast towards the offsite adjacent detention pond, recreational lake and Patterson Branch Creek with surface elevations ranging from approximately 1,010 feet along the south boundary to 900 feet near the filled in area by the offsite detention pond. Grading plans were not available at the time of this report submittal. The site is located within the Mary's Creek / Lower Clear Fork Trinity River watershed and is about 5.7 miles southeast of Lake Weatherford. Duck Creek Formation (Kdc), Kiamichi Formation (Kki), and Goodland Limestone (Kgl) Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of this report. Boring locations are shown on the Boring Location Diagram, Plate A.3. 2 PURPOSES AND SCOPE OF STUDY The site investigation was scoped based on the site development plan and design boundaries outlined above. The principal purposes of this study are to evaluate the general subsurface conditions at the project site and to develop geotechnical recommendations for the design and � / �N'� EnG E=R G construction of pavements and the subgrades. For these purposes, the study was conducted in the following phases: • Borings were drilled and sampled to evaluate the subsurface conditions at the boring locations and to obtain soil samples. • Laboratory tests were conducted on selected samples recovered from the borings to evaluate the pertinent engineering characteristics of the foundation soils. • Engineering analyses were performed using field and laboratory data to develop foundation and pavement design recommendations. • Onsite soils were evaluated for potential sources of fill materials required for the project. As the Geotechnical Engineer of Record serving this project, we recommend that a Rone engineer provide assistance during the design phase to verify the intent of the geotechnical recommendations has been satisfied. In addition, Rone should be retained to provide oversight during construction to verify full compaction utilizing the advanced engineering tools discussed in this report. 3 FIELD INVESTIGATION AND LABORATORY TESTING Appropriate public sources were contacted to clear selected sample locations of any known buried utilities. The boring locations were generally defined in the field by Rone personnel using site benchmarks, landmarks, maps and aerial photographs of the site. These locations were not accurately located by a registered surveyor. The locations and elevations are for general mapping purposes and are accurate only to the extent implied by the technique used in their determination. One hundred eighty-three (183) borings were completed between August and October 2022 within the Walsh Ranch PA5 area. The final spacing of these borings was completed on an approximate 200-foot grid in accordance with Home Buyer Warranty guidelines. Borings terminated prior 20 feet encountered very hard limestone or drilling refusal just prior to 20 feet, indicating very hard seams and layers of limestone should be anticipated during mass grading of the site. Sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented on the Logs of Boring, Plates A.4 through A.186. Keys to terms and symbols used on the logs are also included in Appendix A. Laboratory tests were performed on selected samples recovered from the borings to confirm visual classification, determine material strata, and estimate in-situ consolidation states and other � / �N'� EnG E=R G engineering properties of the materials encountered. Unconfined compression tests and classification test results are presented in the Logs of Boring. In addition, soluble sulfate concentration tests, one-dimensional swell tests, swell pressure tests, and hydrometer sieve analyses were performed on select samples from various depths. Descriptions of the procedures used in the field and laboratory phases of this study are presented in Appendix B. 4 GENERAL SITE CONDITIONS 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 Duck Creek Formation (Kdc), Kiamichi Formation (Kki), and Goodland Limestone (Kgl). The USGS Mineral Resources On-Line Spatial Data reference contains the following descriptions of these formations: Duck Creek Formation (Kdc) The Duck Creek formation generally consists of highly active residual clay underlain by limestone. Kiamichi Formation (Kki) The Kiamichi formation generally consists of alternating units of clay and limestone with some sandstone. The clays can be moderately to highly active; however, the limestone is generally shallow with respect to the surface. Goodland Limestone (Kgl) The Goodland Limestone is inter-gradational laterally with the Comanche Peak Limestone and differs from it chiefly in that the Goodland Limestone is more coarsely nodular, contains fewer and thinner clay beds, and massive resistant limestone beds are more numerous. This formation is often undivided within the Walnut Clay Formation, which is comprised of clay and limestone about equally abundant. Geologic mapping was originally performed using aerial photography. Local variations and anomalies can occur when using aerial imagery. � / �N'� EnG E=R G 4.1 Subsurface Soil Conditions The results of the field and laboratory testing have been used to develop a general subsurface profile of the project site. • Stratum I: predominately consists of dark brown to tan and gray fat clays (CH) and lean clays (CL) with various amounts of sand and gravel. Stratum I begins at the surface and extends to the top of Stratum II bedrock or to the maximum boring termination depths. • Stratum II: is predominately comprised of tan and gray limestone and/or gray shale. Some of the upper portions of the tan limestone are weathered. The limestone is present within 2 feet of the surface in approximately 17 percent of the borings. The limestone and shale are below Stratum I in the remaining borings at depths ranging from greater than 2 feet to beyond the boring termination depths. Shale bedrock was encountered in conjunction with limestone bedrock in approximately 11 percent of the borings. Shallow weathered limestone layers, that averaged 5 feet in thickness, were present above deeper clays in approximately 8 percent of the borings. Fill that consisted of predominately lean clay (CL) and clayey gravel (GC) was identified in approximately 5 percent of the borings and was present at the surface scarred area north and northwest of the offsite detention pond in B-99 through B-107. Excluding the filled area, a typical subsurFace profile for the Walsh Ranch PA5 area is presented in Figure 1 on the following page. The approximate cross section location is shown in Plate A.3 in Appendix A. � < West 990 ................................................................................... B-33 B-40 B-8 rPN -PF B-�d� 980 ..T ��g ..................... �........... � ....................B-111 B-61 = _ -Plr 35� �PIT T s�o . �. .. B-2o....� ..... _........... � ..................... �4!. /� P�-B-1 '32; � — � � 33 -PI.�• ��g� -32- /� � 960 ............ . � 28' � . .......... �`, . 2s� � -+isar B 18 .............................. . '��'/' j �PI. B-7H Ir P � 3$. 950 ............ .... �.....i22�........................... 45�............................................ _ � BP-?9 B-P30 l/ r�/ .-. �23� .....B-115............B-122 ........ j940 .................................. ..... �................ p Pi ��42.. N = B-116 � � L� 36�C -PI- a � � .�18'� p930 ....................................... _..........................�1/..... .... ...�........_. N — � _ — � W920 .......................................................................5....._..._.............. _ —B-95 -rPI� r36/ 910 ...............................................................................................��......... � 900 ............................................................................................... �_16;......... � 890 .............................................................................. 880 .............................................................................. 870 0 500 1,000 ��R N E E N G E E R I N G B-135 . �i.....B-31�37 / .;3� .....�. � . � .... �. B-159 B-131 B-154 -P� -PI ............................. �PI-.....�G-............................................ �� 14; � / � B-170 �PI- .............................. . ........ ..... ..... � ..B'177........................ � B-142 = Plr = 28 B-143 = _ �6/ � ................ .... .. ... ........................ .� . . . . . � . . . . . ��T . . . .. _ . B-174 -PI � _ ........... _ ..... _ ......... B-PI 6 .................._ • g-P��.. ............. = T B-183-182 -Plr jPh ...................... _ .......... .... ....B-172................ . . �.,.. �Plr 34�,30� ` 6 / ...................................... _ ..� �................, ..... / . ..............................................1. ...................................... 1,500 2,000 2,500 Distance Along Baseline (Feet) GENERALIZED SUBSURFACE PROFILE Figure 1 Walsh Ranch PA5 Southwest of The Walsh Ranch Community and I-20 Fort Worth, Texas East > • 990 • 980 • 970 • 960 • 950 � 940 • 930 • 920 • 910 • 900 • 890 � 880 870 3,000 3,500 4,000 Water Observations While Drilling � At Completion 1 Sandy Lean Fat Clay Lean Clay Clay � Shale � Weathered � Limestone Limestone �Gravelly Lean � Clayey Sand � Clayey Gravel Clay / �N'� EnG E=R G Hand penetrometer readings ranged from 1.5 to more than 4.5 tons per square foot (tsf) in the native cohesive soils. The Standard Penetration Test blow counts (SPT N-values) varied from 5 blows per foot (bpf) in clay soils to 100 blows for 3/a inch in weathered limestone. The Texas Cone Penetrometer blow counts in weathered and unweathered limestone and gray shale ranged from approximately 100 blows for 7'/z inches to 100 blows for less than 1'/z inches. Unconfined Compressive Strength (UCS) tests on select clay soil samples revealed results ranging from 4,600 psf to 41,600 psf. In-situ moisture levels ranged from approximately 24 percent below to 9 percent above their measured plastic limits with most moisture levels indicating dry soil conditions. A summary of predominant properties of the subsurface profile is provided for design analyses in Table 2. Table 2: Generalized Subsurface Profile In Situ Soil Property Estimated Specific Gravity, GS Percent Fines (%) Silt Content (%) Clay Content Liquid Limit Plasticity Index UCS (ps� Dry Density (pcf) Swell Pressure (psf) Swell Potential (%) Moisture Content (%) Moisture Increase Potential (%) Full Range 2.66 - 2.69 3-99 42-53 24 - 45 23 - 86 9-67 4,600 - 41,600 76 - 132 1,100 - 6,500 0-14 1 - 32 1 - 23 Predominant Range 2.68 20 - 39 42 - 53 24-45 37 - 58 20 - 39 4,600 - 41,600 105 - 121 1,100 — 6,500 0-10 11 - 20 1-18 The Logs of Boring in Appendix A should be reviewed for detailed information at specific boring locations. Variations will occur and should be expected across the site. 4.2 Groundwater The borings were advanced using continuous flight augers. The borings were monitored during and after drilling for the presence of water seepage. At B-172, free water was encountered at 10 feet during drilling and at 18 feet upon completion. The presence of groundwater in B-172 was likely due to this boring's location within about 110 feet of the offsite northeast recreational lake. Groundwater was not observed in the rest of the borings. Borings were open for a short period of time only. �� / �N'� EnG E=R G A thorough assessment of the vadose zone or upper groundwater was not conducted, nor did the study include extended monitoring of groundwater levels or perched water conditions. A full hydrogeologic study can be conducted upon request to assess the sources and variation of in- situ moisture levels in the vadose zone water levels beneath the site, and how various site development alternatives could potentially affect groundwater conditions. In general, groundwater levels and moisture content in the vadose zone vary climatically and seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology and proximity to bodies of water. The rate and extent of these variations depend on many variables including subsurface stratigraphy, soil properties, moisture sources, capillary strength, consolidation states, soil structure, thermal cover, surface infiltration and evapotranspiration rates. A limited hydrogeologic assessment of the vadose zone is provided in Section 5.1 Geotechnical Analysis. 4.3 Soluble Sulfates Soluble sulfates are common in this geologic formation. Soluble sulfate levels are generally considered to be high when levels exceed 3,000 parts per million (ppm). Soluble sulfate tests were completed on 10 soil samples, and the results indicate sulfate levels vary from less than 100 parts per million (ppm) to 440 ppm. Based on testing performed on selected samples, soluble sulfate levels at the site were negligible to low. Results of the soluble sulfate test results are presented in Appendix A. 5 ANALYSIS OF SUBGRADE SOILS 5.1 Geotechnical Analysis Subgrade preparation and foundation fill elements are critical components of all foundation systems. Foundation alternatives for the proposed structures have been evaluated based on the following engineering criteria: • Bearing capacity • Settlement potential • Volume change (shrink-swell) potential �� / �N'� EnG E=R G As characterized, the soils primarily consist of fat and lean clays. In-situ moisture levels ranged from approximately 24 percent below to 9 percent above their measured plastic limits with most moisture levels indicating dry soil conditions. Moisture increase potential appears low to high. The field investigation and analyses of laboratory data reveals that the subject property displays a wide variety of soil and rock conditions, along with rolling terrain. Grading plans were not completed in time to be included in the analyses and conclusions and recommendations for this site. The recommendations provided herein should be reviewed and revised as needed once final grading plans are available. The three soil formations identified across the site result in highly variably depths to limestone and shale bedrock. Ground modifications required to achieve the design Potential Vertical Rise (PVR) will be necessary in areas where deeper clay profiles are present above the bedrock. Free water does not appear to be available in the soil strata unless sporadically present atop the bedrock following prolonged wet periods. The limestone rock is very hard in many areas and should be anticipated during mass grading operations. 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 mineralogy, clay density, soil structure, hydrogeologic environment, and confinement pressure relative to swelling pressures. Moisture increase potential and soil structure can be modified and controlled; and clay content, hydrogeologic 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 hydrogeologic environment is long-term preservation and stabilization of subgrade moistures and management of desiccation risk. A limited hydrogeologic assessment of the vadose zone indicates the primary source of subsurface moisture is likely surface water infiltration with periodic perched water atop the underlying limestone and shale layers and storage in clay layers below the near surface soils. A deep groundwater source water source was not identified. Surface water storage at the site is minimal, consisting of ponded areas along drainage paths, and there is little thermal cover at this � �N E / EnG E=Ri.VG) `J time. Surface grades for the majority of the site slope downward to the north and northeast, and the underlying bedrock gradient is similar. The average soil moisture profile across the site at the time of sampling is presented graphically as follows. Figure 2: Average Soil Moisture Content with Depth 14 � � 12 L � � � .O � 10 8 - - - ■ 0-2' ■ 2-4' ■ 4-6' 5.2 Volume Change Potential of SubsurFace ■ 6-8' ■ 8-10' 13-15' ■ 18-20' Direct measurement of soil expansion and the resulting swell pressures under the anticipated stress conditions is the most reliable way to account for the factors that control volume change within natural clay formations and assess swell-shrink conditions within the vadose zone. These analyses indirectly account for clay mineralogy, clay content, clay mix, soil structure, compaction states, and stress states. Measurement of swell pressures allows determination of ground modification requirements for foundation system design. For this study, an assessment of swell potential and swell pressure was conducted on samples recovered from various depths. Swell test results are summarized in Plate A.190 in the Appendix of the report. Three samples were analyzed for swell pressure testing and are presented in the table below: Boring B-39 B-65 B-157 Depth Load (feet) (ps fl 9 1125 7 875 7 875 Table 3: Swell Pressure Test Details Plasticity Total Moisture (%) Index Fines �o�o� Initial I Final Ilncrease 42 73 16.7 18.7 2.0 36 71 17.1 28.1 11 28 40 16.7 19.6 2.9 Swell Pressure (ps� 2,000 6,500 1,100 Final Void Ratio 0.52 0.62 0.57 Swel I (%) 0.9 7.4 0.2 � / �N� ENG EERiNG The swell test results generally indicate low to moderate swell pressures. For design, we estimate a swell potential of up to 7.0 percent, and swell pressures of up to 6,500 psf in the high plasticity fat clays (CH). The PVR is estimated to be on the order of 5 to 7 inches in areas of areas of fat clay, but below 4 inches in other areas where limited by the shallow depth of limestone. For supplemental reference, PVR was estimated in general accordance with the Texas Department of Transportation (TxDOT) Test Method Tex-124-E as an additional means of assessing untreated swell potential. This method is empirical, assumption-based, generalized, and based on the Atterberg limits and a dry soil moisture content. This reference does not account for all factors influencing volume change and swell potential. This procedure was applied for a 12-foot-deep active zone in the natural moisture condition, and the estimated PVR ranged from negligible to as much as 5 inches. Based on the above analyses, the following parameters have been used to evaluate foundation alternatives and design: Table 4: Untreated Subgrade Movement Potential Material Active Zone Depth (feet) Swell Pressure (psf) Untreated Swell Potential (inches) Fat Clay 0 to 12 1,000 to 6,500 5 to 7 5.3 Seismic Site Class The site class for seismic design is based on several factors that include subsurFace profile, shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The borings for this project did not extend to a depth of 100 feet; therefore, we assumed the soil or rock conditions below the depth of the borings to be similar to those encountered at the boring termination. Based on Section 1613.2.2 of the 2018 International Building Code and Table 20.3-1 of ASCE 7-16, we recommend using Site Class C(Stiff Soil/Weak Rock) for seismic design. �� / �N'� EnG E=R G 6 FOUNDATION SYSTEM RECOMMENDATIONS Design evaluations have been made for the building foundation systems based on our current understanding of the project and the available subsurface information. Foundation recommendations for the residential structures include a subgrade improvement to depths of 0 to 5 feet. The areas that will require subgrade modification are dependent upon the final grading plans. In order to define the areas to receive subgrade modification, Rone will need to review the grading plans and modify the final report to account for grade modifications. For estimating purposes, we recommend planning on up to 40 percent of the residential lots requiring up to 5 feet of ground improvement. Following subgrade improvement, the proposed residential structures may be supported on shallow foundations bearing within the recompacted subgrade, native soils, or bedrock. A schematic cross-section of the recommended foundation systems is provided in the figure below. Figure 3: Shallow Foundation Cross Section Schematic for Residential Structures Requiring Ground Modification SLAB � � —� GRADE BEAMS � T 5 FT i �SFTOR TOP OF LIMESTONE EXISTING GRADE \ � FAT CLAY � � �� LIMESTONE SLAB � \ RECOMPACTED 0 to 5 FTI 5��T \ SUBGRADE ' F�LL The recommended subgrade modifications 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 systems. Table 5: Summary of Estimated Ground Improvement Thickness from Final Estimated Swell Swell Potential at Material Pad Elevation (feet) Pressure (psf) Finished Pad (inches) Select Fill (if used) 1 Negligible Negligible Recompacted Subgrade for 0 to 5 800 <1 Residential Structures Limestone 0 to 20 NA <3 � PAGE �11 / �N'� EnG E=R G 6.1 Ground Modification and Subgrade Treatment Recompaction of the existing subgrade is recommended to control the building pad subgrade and improve the allowable foundation bearing capacity. Any fill used to raise existing grade within the building pads serves a similar purpose. Based on the subsurface conditions encountered in the borings, subgrade modification may extend up to 5 feet below final pad elevations or to the top of suitable limestone, whichever comes first. Subgrade improvement should extend at least 5 feet laterally beyond the proposed buildings to allow for adequate edge treatment. In areas where adjacent flatwork abuts the building, the recompacted subgrade should extend the full width of the pavement (such as porches or patios) to the leading edge of the lawn or landscape area. Controlled fill should be placed within 6 to 12 inches from final pad elevation, then plastic sheeting (6 mil or greater thickness) should be placed atop the controlled fill and the final soil layers placed for the lots that receive subgrade modification. It is not necessary to use plastic sheeting for lots that do not require subgrade modification. Compaction, and/or recompaction of the structure subgrades is designed to restructure the cohesive soils such that strength and volume change can be better controlled. Determination of the compaction energies and compaction efficiencies required for the existing soil property ranges allow this control. Effective construction controls for the proposed fills are provided in Section 8 Construction of Subgrade Fills. Estimated construction performance and results are also included. 6.2 Excavation Safety Considerations All excavations should be sloped, shored, or shielded in accordance with Occupational Safety and Health (OSHA) requirements. 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 Subpart P, including Appendices A and 6, should be referenced for guidance in the design of such systems. 6.3 Foundation Structures Slab foundations bearing in controlled fill, suitable native soil, or limestone may be used to support the proposed residential structures provided fill construction and testing is performed as recommended in this report. Ground movement potential will be limited with the recommended � / �N'� EnG E=R G design provisions; however, grade-supported slabs should be designed to accommodate the anticipated vertical ground movement. Subgrade recompaction and/or grade raise fill should be constructed to within approximately 6 to 12 inches of the planned finished elevations and plastic sheeting of at least 6 mil in thickness should be placed over the recompacted subgrade where ground modifications are required. Once the plastic sheeting is in place, fill should be completed to final grades. All lots should also have a moisture barrier placed immediately beneath the concrete slab. 7 SITE PREPARATION FOR CONSTRUCTION 7.1 General Remove existing foundations, abandoned structures, 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. Clear and grub all tree stumps and root systems as required by the work except where trees or shrubs must be maintained according to the design drawings. Except as otherwise specified or indicated in the drawings or specifications, all materials resulting from clearing and grubbing operations shall be properly disposed. Clear all vegetation and strip topsoil as required to remove all roots and organic matter from all Work areas of the site. In no case shall any spoil or other 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. 7.2 Excavations All excavations should be performed as indicated in the design documents. Excavations within the some portions of the site will likely encounter shallow limestone. This study was not performed to evaluate the difficulty of ripping, processing and/or excavating the on-site materials, or estimating the volume of those excavated materials. The earthwork contractor should have experience in construction and excavation within these materials. The contractor must use his or her own experience when making decisions regarding means, methods and costs to accomplish the proposed construction, including excavation tools, excavation rates, and number of trucks. In � / �N'� EnG E=R G addition, the borings did indicate very hard limestone layers and the contractor should anticipate the equipment and time required to excavate these materials during mass grading operations. Dewatering or other groundwater control measures are not anticipated during site grading and building pad preparations. However, perched water could be encountered. Standard sump pits and pumping procedures should be adequate to control seepage on a local basis during excavation. 8 CONSTRUCTION OF SUBGRADE FILLS Soil fill elements are critical components of any foundation system. Strength and stability of the fill is essential to limiting subgrade movements below foundations, floor slabs, and pavements. Mechanical soil compaction is designed to improve the engineering properties of soils; however, the desired compaction standards are often not achieved during construction. The soil construction specifications in this report provide for effective compaction control, including direct data verification and real-time control. The fill construction specifications provided in this report are designed for the specific geotechnical requirements of this project. The specifications provide the construction controls needed to prepare cohesive fills for saturation and drying potential. If the specified controls are not properly implemented, the fills will be vulnerable to strength loss and swell with saturation, and potential shrinkage from drying. The initiation of shrinkage or swelling usually leads to increased shrink-swell cycles with moisture variation. The design of these soil compaction specifications includes estimates of compacted soil properties corresponding to varying compaction energies and compaction efficiencies, enabling assessment of the final compacted performance of the fill. The construction specifications below will prepare the fills for potential saturation; however, the environments of these fills must maintain generally moist conditions without excessive drying. In many cases, equilibrium moisture ranges can be established during construction, but in other cases equilibrium moisture cannot be achieved without ongoing maintenance following construction. Potential maintenance requirements for fills on this project are discussed in Section 12 Site Completion and Maintenance. �� / �N'� EnG E=R G 8.1 Subgrade Preparation After site stripping, existing grades and cut grades must be prepared for construction of foundation fills. All areas that will underlie foundations, floor slabs, or pavements will require ground modification as presented in the following sections. Exposed subgrades in cut areas of 3 feet or less should be scarified to a depth of 8 inches and recompacted wet of the optimum moisture content at full compaction in construction, to at least 95 percent of maximum density in construction, as generated by a CAT 815 tamping foot compactor (or approved equivalent). It is not necessary to scarify subgrades that are comprised of limestone. The Geotechnical Engineer of Record will provide the performance of the compactor used as required for this control. Field verification testing will be conducted in accordance with Section 8.4 Quality Control and Field Verification Testing. Any areas not compacting to the properties the compactor should be producing indicate a soft or low modulus subgrade. If testing of recompacted surface grades verifies that soft soils underlie any section of the recompacted surface, then those sections should be overexcavated and recompacted in lifts as required by the Geotechnical Engineer. Where limestone is encountered in only a portion of the foundation excavations, we recommend that the foundation be over excavated at least 6 inches and the processed material placed back into the base of the excavation to help reduce the potential for differential foundation movements with the transition from soil to rock. If the entire foundation rests on the limestone, over-excavation is not necessary. 8.2 Construction of Subgrade Fills All foundations and pavements include a structural fill element. These fill elements are critical to ground modification requirements and the strength and stability of each foundation. Fill construction requirements depend on the design purpose and service conditions of each fill. Each fill element should be constructed to achieve the properties required for the long term stability of the foundation. Each completed lift should be maintained at the recommended moisture level until placement of subsequent fill or permanent protective cover such as pavement or floor slabs. � �N E EnG E� �l 8.2.1 Project Fills The fill elements on this project are identified as follows: 1. Grade raise fills for building pads and pavement areas 2. Utility trench backfills 3. General fills for site grading and drainage 8.2.2 Fill Material Requirements The following table provides general property requirements and applications for the cohesive soils that may be used on this project. Table 6: Fill Materials Material � Source I Property Ranges Clay I Onsite Gravel and Clayey Soils/Limestone On-Site: Mixture of sandy gravel and sandy fat clay and excavated/milled weathered limestone N/A >_ 40% passing #4 sieve Max rock 4 inches — per specification below Use Building Pads and Pavement Subgrade Building Pads, Pavement Subgrades, Utility Backfill, Site Grading Select Fill I Import CL: 15 <_ PI <_ 35 or Flexoble Base guilding Pad Caps (optional) Percent silt <_ 20 /o " All fill soils must be free of organics, debris, large rocks (greater than 4 inches) and all other deleterious material. If any sand and gravel pockets are encountered during the work, those volumes shall be mixed in the predominant clayey fill soils onsite. Clay clods shall be broken down with moisture conditioning and compaction during the work. Silt soil classifications are not acceptable. Gravel content is accounted for in the design and control charts. Fill should be free of organics, debris, large rocks, and deleterious material. Mixing should be able to be achieved by excavating and relocating. Additional handling is not anticipated. Excessively large-sized clay clods should be broken down with proper moisture contents and compaction during the work. If fills greater than 5 feet are required, some larger rock may be able to be placed within the intervals below 5 feet from final pad elevations. Rone should be contacted for further instruction and guidance if this option is needed. � / �N'� EnG E=R G 8.3 Fill Construction Specifications All fill should be placed in consistent loose lift thicknesses and compacted fully and uniformly across each lift. The moisture content at the time of compaction should be wet of the optimum moisture content in construction as defined by the field compaction curves provided in this report. Any moisture adjustments that may be required must be achieved before compaction. Each lift should be uniformly compacted with at least the minimum number of passes required for full compaction as provided in the following sections. The compaction control specifications for soil construction provided below are developed for each fill required on this project based on predetermined compaction performance of compactor and soil combinations relative to design requirements. These controls have been optimized based on source soil and moisture ranges assessed from the site investigation and typical compactor ranges suitable for these fills and fill volumes. The specifications employ family-of-curve methods for the curves produced in construction in order to use the compactor's performance for control and accommodate soil and moisture variation during construction. RECT"' compaction design reports supporting this analysis and process control requirements are attached to this report. The construction specifications and supporting illustrations of the performance, range and limits of construction for each project fill are provided below. At the end of this section, a table is provided as a summary and quick reference of each specification. Information can also be provided on the relative performance of alternative compactors for changes during construction and selection by the contractor. All completed lifts should be protected by subsequent lifts placed as soon as practical during construction. Completed lifts shall be kept wet to avoid drying where subsequent construction cover is delayed. Completed lifts damaged by desiccation, erosion, construction traffic, or other disturbances shall be scarified and re-compacted according to the process control requirements for that particular fill. 8.3.1 Recompaction of Existing Subgrade and Grade Raise Fil The residential building pads that will require subgrade modification should be excavated to of the required depth up to 5 feet below final pad elevation, or to the top of suitable limestone, whichever occurs first. The building pad subgrades for all residential lots should be fully and uniformly compacted to final pad elevation. Moisture levels should be wet of the optimum moisture content during construction according to the following process control specifications. � / �N'� EnG E=R G Use a footed compactor equivalent to a CAT 815, as approved by the Geotechnical Engineer of Record. Compact in 10-inch maximum loose lifts to at density of least 105 pcf in construction and to an air percentage not exceeding 6.2 percent. The optimum moisture contents and maximum densities in construction are determined from the field moisture-density curves (field compaction curves) generated by the compactor for the range of soils used in construction. This family-of- curve range for the specified compactor energy is provided in the CHARTS section of the appendix. The Compaction Performance and Design Chart 1a provides the performance and design construction range for the specified compactor and the in-situ moisture ranges relative to the design moisture range for construction. This range can be refined with more soil information prior to or during construction. A diagram of the compaction specification is provided on the Compaction Control Chart 1b. The Compaction Control Chart includes the required construction range and minimum number of passes required for full lift compaction. The construction range provided is only valid for full compaction using at least the minimum number of passes. Additional control specifications are also noted on the chart. It is critical for the strength and stability requirements of the fill that each lift is fully and uniformly compacted using at least the minimum number of passes for the compactor-soil range combination. Chart 1 b can be used as a separate reference during construction. The RECT"' Compaction Design Reports covering the soil ranges at the site are included the CHARTS section of the appendix. 8.3.2 Utility Trench Backfill Utility trench backfill may consist of on-site clay uniformly compacted in 6-inch loose lifts wet of the optimum moisture contents in construction to an air content not exceeding 6.7 percent. Optimum moisture is determined from representative standard Proctor curves normalized on the lab line-of-optimums for the soil range used, and corrected according to standard dry unit weight relations. Use hand-operated compaction equipment approved by the Geotechnical Engineer of Record. The family-of-curves and construction acceptance range will be provided by the Geotechnical Engineer of Record. The general perFormance, range and limits of this construction using an approved compactor are illustrated on the Compaction Performance and Design Chart 2a and on the Compaction Control Chart 2b. This information should be confirmed prior � / �N'� EnG E=R G to construction using additional subsurface information. Where possible, and the compaction requirements in Section 8.3.1 can be used for backfill of these utility trenches. 8.3.3 General Fills for Site Grading and Drainage Place and compact general site fills for landscape grading and drainage using native clay. Compact in 12-inch loose lifts with the earthmoving equipment onsite. Use visual controls for wet- of-optimum compaction. SurFicial topsoil in landscape areas does not require compaction beyond that produced by the equipment used for spreading and grading. 8.3.4 Compaction Specification Summary The following summary table is provided for quick reference purposes. The table does not fully encompass or replace the compaction specifications provided for each fill in the sections above. Table 7: Summary of Compaction Specifications Fill Material Compactor Minimum Foot Length (inches) Maximum Lift Thickness (inches) Minimum Number of Passes Maximum Air Voids (%) Minimum Dry Density (pcf) Minimum Moisture Content (%) Min. Compacted Strength (ps� Building Pad and Pavement Subgrade On-Site Clay CAT 815 6 10 10 6.2 105.0 11.0 5,100 Utility Trench Backfill On-Site Clay Hand operated NA 6 NA 6.7 96.0 14.5 NA General Site Grading On-Site Clay NA NA 12 NA NA NA NA NA 8.4 Quality Control and Field Verification Testing Before fill construction, the property ranges of fill materials should be determined using index property testing. During construction, index properties should be obtained periodically and upon changes in material, color, texture, or excavation procedures. Field compaction curves should be obtained upon unexpected changes in soil properties, compactor, or lift thickness, and at minimum frequencies recommended by Rone based upon the property ranges of each fill material and expected variations. Borrow material sampling during construction should be planned and coordinated to fit the required production rates, and generally at least two days in advance of the compaction of corresponding fill lifts. / �N'� EnG E=R G Rone should monitor compaction and conduct verification testing during all fill construction. Verification testing of compacted lifts should be conducted at appropriate frequencies to ensure that compaction controls are satisfied and design requirements are achieved in construction. The engineer should monitor the number of compactor passes, lift thickness, air content, moisture and density for each fill. We recommend that Rone assist in developing a work plan for effective process controls designed for engineering requirements, the construction plan, production needs, and direct data verification records. We strongly encourage Rone be included in the pre-bid process with earthwork contractors to provide guidance in regard to fill controls for this project. A pre-construction meeting including the general contractor, earthwork contractor and soils engineer is critical to an effective launch of the project. Nuclear density gauges are recommended for field testing of compacted lifts. Rone will provide the specific gravity (GS) values required for each fill, based on compactor performance and the soil variation expected during construction. The Geotechnical Engineer must also be able to monitor the specific gravity setting remotely in real-time based on the gauge readings in the field. 8.5 Construction Oversight Design requirements and recommendations herein are based on critical construction controls in the earthworks and soil construction on this project. The monitoring required to verify these implementations is thus critical to construction effectiveness. The requirements of this report are also based on limited geotechnical, geologic and hydrogeologic information about the subsurFace conditions. Thus, subgrade conditions must be interpolated and estimated between borings and subsurface testing. Anomalies are often encountered during construction. The potential for subsurface variation from that assumed for design could result in design changes and increased ground risk. The Geotechnical Engineer of Record should be retained to provide the controls needed for soil construction, monitor earthwork operations, monitor foundation construction, evaluate materials, and conduct periodic testing during the construction phase of the project. This enables the geotechnical engineer to verify design conditions, manage ground risk, verify compliant RaNE ErvG .f� �J construction, adjust design requirements when unanticipated conditions are encountered, assist the builder, and represent Owner interests. 9 BUILDING FOUNDATION STRUCTURES 9.1 Slab Foundation Design The proposed residential structures may be supported on ground supported foundations consisting of a conventionally reinforced beam and slab system or a post-tensioned slab foundation system, provided the estimated floor movements can be tolerated. The foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system to tolerate the potential vertical movement of the foundation subgrade. A net allowable soil bearing pressure of 2,500 psf may be used for design of all grade beams bearing in tested and approved controlled fill, native soil, or limestone. Grade beams should bear at least 18 inches below final grades. The bottom of the beam trenches should be free of any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs should be adequately reinforced for eccentric loading that could occur from potential differential ground movement. Design criteria for the foundation slab have been estimated according to the Post Tensioning Institute (PTI) based on the methods described in their most recent manual for designing slab-on- grade foundation systems. An effective PI of 25 may be used for design of a conventionally reinforced concrete slab foundation. Recommended PTI foundation design criteria for a Thornthwaite Moisture Index (TMI) of zero are tabulated below: Table 8: PTI Design Criteria Parameter I Condition Edge Moisture Variation Distance, em (feet) Differential Soil Movement, ym (inches) Center Lift Edge Lift Center Lift Edge Lift 4.0-inch PVR 6.1 3.5 1.8 2.1 � / �N'� EnG E=R G The PTI method incorporates numerous design assumptions associated with derivation of the variables needed to estimate the foundation design criteria. The PTI method of estimating differential soil movement is applicable when site moisture conditions are controlled only by the climate on well-graded building pads (i.e. proper site drainage, properly lined landscaped areas, no utility water leaks or other free water sources). As soil moisture increases, the soils may swell. The PTI design method is intended to provide stiffened foundation systems that can perForm well under typical natural changes in soil moisture. The differential foundation movements resulting from seasonal soil moisture variations are typically much lower than movements that occur due to free water sources near or beneath the structure, which are not directly addressed by the PTI design method. Where weathered limestone is encountered in only a portion of the foundation excavations, we recommend that the foundation be over excavated at least 6 inches and the processed material placed back into the base of the excavation to help reduce the potential for differential foundation movements with the transition from soil to rock. If the entire foundation rests on the limestone, over-excavation is not necessary. 10 PAVEMENTS This report includes recommendations for rigid pavements. While some minor differential movement should be anticipated, if the provisions of this report are strictly adhered to in construction, the pavement subgrades can be expected to be relatively stable. To the extent the provisions of this report are not adhered to in construction, increased risk of ground movement should be expected. Design of the proposed pavement sections should factor the performance of the subgrade construction provided for in this report. 10.1 Rigid Pavement Design For this project, traffic loading and frequency conditions were estimated for various conditions as no specific traffic information was provided. The following pavement design has been perFormed general in accordance with City of Fort Worth pavement design standards. �� / �N'� EnG E=R G Item Roadway Designation Table 9: Pavement Design Input Parameters Design life Concrete Modulus of Rupture, S'� Number of Traffic Lanes in One Direction Annual Traffic Growth Rate (%) Total Equivalent Single Axle Loads (ESALs) Subgrade Soil Classification (USCS) Treatment Type Modulus of Subgrade Reaction, k(CH) Composite k (lime-treated, 8 inches) Reliability, R (%) Standard Deviation, So Concrete Modulus of Elasticity, E� Drainage Coefficient, Cd Initial Serviceability, po Terminal Serviceability, pt Load Transfer Coefficient Residential 25 years 620 psi 2 1.5 900, 000 Fat Clay (CH) N/A 50 psi/in 100 psi/in 90 0.39 4,000,000 psi 1.0 4.5 2.0 2.7 Value Collector / Commercial Connector 25 years 620 psi 2 1.5 3,000,000 Fat Clay (CH) Lime 50 psi/in 260 psi/in 90 0.39 4,000,000 psi 1.0 4.5 2.25 3.0 The pavement thickness determinations were performed in general 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. A more precise design can be made with detailed traffic loading information during the final geotechnical study. Table 10:Minimum Residential Street Pavement Sections and Allowable Traffic Traffic Use Residential Streets Walsh Avenue Commercial Connector Portland Cement Design ESAL for Concrete Flexural/Compressive Strength (psi) (inches) 540/3,600 580/4,000 627/4,500 6 564,000 706,000 905,000 8 1,400,000 1,900,000 2,200,000 9 1,800,000 2,000,000 2,500,000 We recommend a minimum concrete compressive strength of 4,000 psi be used to provide a 620- psi modulus of rupture. Hand-placed concrete should have a maximum slump of 6 inches. A � / �N'� EnG E=R G sand leveling course should not be permitted beneath the pavement. All steel reinforcement, dowel spacing/diameter, and pavement joints should conform to applicable City of Fort Worth 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 '/4 to '/3 of the pavement thickness but should be performed as directed by the civil engineer. 10.2 Pavement Base Course In accordance with City of Fort Worth Pavement Design Criteria, we recommend 6 inches of lime treated subgrade beneath concrete pavements for residential roadways. Main arterial roadways will require an 8 inch lime treated subgrade. At this time, we estimate approximately 8 percent hydrated lime by weight (36 pounds per square yard for a 6 inch thickness) will be required to adequately treat the pavement subgrade, though the actual lime requirement should be determined based on the in-place soil properties and soluble sulfate levels after the pavement subgrade has reached final grade. Lime treatment 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. Lime treated subgrade should have a PI between 7 and 15. 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 effects 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. 10.3 Pavement Construction and Maintenance Recommendations The pavement subgrades shall follow the recommendations in Section 8 Construction of Subgrade Fills. It is crucial that the moisture and compaction states be maintained until the overlying pavement is placed. If the treated subgrade is allowed to dry prior to the pavement construction, the risk of shrinkage cracks within the pavement surface is increased. � / �N'� EnG E=R G Proper drainage should be provided both during and after construction. The pavement surface should be contoured such that surface water drains off, away from the pavement and into inlets. Water allowed to pond on or adjacent to pavement surfaces will saturate the subgrade soils leading to premature pavement failure. All joints should be adequately sealed. Maintenance should include regular observation to identify and seal cracks. A flexible joint material should be used to seal cracks as they develop. 11 SITE COMPLETION AND MAINTENANCE 11.1 Site Grading and Drainage The geotechnical design for this project accounts for limited assessment of hydrogeologic conditions and intends to provide for efforts to maintain stable, moist subgrade conditions in a uniform manner after construction. Site grading and 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 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 would be required in these areas, particularly during dry and hot weather periods. Above-grade planters may also be considered around the perimeter of the building with regular irrigation to maintain light perimeter infiltration along pavement joints. 12 DETENTION / RETENTION POND In general, the purpose of a detention pond is to temporarily store rainfall runoff and release the water at a controlled rate. Depending on the site, project, global stability considerations, environmental regulations and owners' expectations, the detention pond may need to have a low rate of infiltration into the ground. � / �N'� EnG E=R G A detailed hydraulic conductivity (permeability) study was not included in our scope of services; therefore, the following recommendations should be considered as general guidelines for water retention, and not as an assurance that the retention pond will maintain a constant water surface elevation. Rone would be pleased to provide these as additional services if the Owner desires. If permanent water storage is desired (retention pond), a pond lining will be required. The lining may consist of clay soils, a synthetic liner, or a combination of these. If a clay liner option is selected, we recommend the material should have a liquid limit greater than 50 and a plasticity index greater than 30. Based on the boring results, most onsite clays meet the above criteria. The subgrade preparation and clay liner construction should follow the recommendations in Section 8 Construction of Subgrade Fills. Liner construction must be conducted wet-of- optimum moisture contents in construction, with full lift kneading and full compaction with sufficient compaction energy. The compacted thickness of the liner should be at least 2 feet. Portions of the clay liner above the permanent water elevation will be subject to typical shrink/swell behavior. The clay liner should be irrigated to maintain sufficient moisture levels and prevent the liner from drying and experiencing the formation of shrinkage cracks. We recommend the side slope be kept at 3H:1 V or flatter. Rone can develop pond liner recommendations utilizing onsite soils if desired by the design team. 13 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. � / �N'� EnG E=R G 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. 14 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD. This report provides advanced engineering services, and is in its entirety the sole property of the Client, Rone Engineering Services, Ltd., and its affiliates. Use of this report is subject to all applicable 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, transmitted, or otherwise reproduced or stored, in any form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this report must include all copyright notices, registered trademark (0) designations, and non-registered trademark (TM) designations. � CHARTS 22-26749 - Walsh Ranch PAS, Fort Worth, TX Moisture-Density-Air-Void Ratio Chart - CAT 815, 10" Maximum Loose Lift, Full Soil Range i ;�, - 0.14 `�� LEGEND ``. �� Upper and lower optimum points at full compaction in construction �• ` �� Mid oint o timum at full com action in construction - 016 �. � p p p " `� Line-of-optimums in construction covering the soil range of the upper 5' clay layer 131 �� Predominant soil range of the upper 5' clay layer - 0'29 `� Line-of-o timums extension for unex ected soil variation ` ' � p � p - 0.31 1z� - 0.34 � - 0.37 0 1�1 a - 0.39 z � � - 0.42 > � � 11'v a - 0.45 a � - 0.49 � 111 p - 0.52 - 0.56 1 i)(_, - 0.59 - 0.63 101 - 0.67 - o. �z ��h Compactor `�� "'--' ZAV (SG - 2.68 assumed average, based on 3 tests) �� %Air Voids (Na) Performance �. `� - o.s2 Void Ratio (e) across soil range � `-. `� _ _ _ _ _ � Design construction range - MC: 11- 20%, Max % Air Voids: 6.2%, Min Dry `�, ��` Density: 105 pcf (designed to encompass 5G: 2.66- 2J0) 1 �. Avg free swell: 1.2 t25% �� Notes: � � 1. Compactor performance is predetermined with generally good accuracy. UCS: "'S100 Ibs/ftz #20% �. ��` 2. Compactor performance and control design is based on limited soil �\ �� samples from on-site borings. These limited samples are assumed to be � ��` representative of the range of soils used for fill construction. Maximum % Air Voids: 6.2%`��r `. 3. SC/CL/CH Soil Range: � �� PlRange:l4-46(predominant20-39) `= �.` %Fines Range:28-95% (predominant 55-90%) � � `� %Gravel Range: 2-35% (predominant4-22%) / y �� 4. In-Situ moisture range based on data from 8 to 10/2022. Predominant Soil Range: `� 5. In-Situ gravel is accounted for on this chart. Avg free swell: 2.3 - 3J ±25% .. � �� 6. Non-cohesive soils are not covered in this plot. AVg UCS: '"6200 -"'7300 Ibs/ft2 ±20% � �� 7. Free swell does not equate to confined swell in � ` finished construction states. . �.� 8. Constructed permeabilities not factored o � `� in swell potential numbers provided. Avg free swell: 4.6 ±25/ �. .� UCS: ^'S400 Ibs/ftz ±20% �.� � � > - J. � � _ �. i � �. i i ` � � Design Moisture Range ; �`� �F------------------------�i `. i 11.0% - 20.0% � �`.� ZAV (2.;5�i � � � . � � Full In-Situ Range � Predominant In-Situ Moisture � Full In-Situ Moisture �� ' 'E-----------�F--------------------------->L----------------------------��---->' �(upper 5' clay layer) � Range (upper 5' clay layer) ; Range (upper 5' clay layer) `.� ; i i i I:� 1�:� 1� 8, �, �,. `� i � , � c: 1�� 1` f��9oisture C��r�l��nl j"��j RONE E A R T H W O R K S CHART 1a COMPACTION PERFORMANCE AND DESIGN CHART BUILDING AND PAVEMENT SUBGRADE WALSH RANCH PA5 Southwest of The Walsh Ranch Community and I-20 City, Texas 20 25 PROJECT NO: FILE NAME: DRAWN BY: REVISED BY: REVISED BY: APPROVED BY: � 22-26749 GH DATE: 11-29-2022 CJ DATE: 11-29-2022 DATE: SW DATE: 11-29-2022 22-26749 — Walsh Ranch PAS, Fort Worth, TX Moisture-Density-Air-Void Ratio Chart — CAT 815, 10" Maximum Loose Lift, Full Soil Range 132 — 0.29 127 — 0.31 — 0.34 1zz — 0.37 — 0.39 117 — 0.42 — 0.45 0 .� � a 0 � � u a a c a � � � 112 107 1U2 97 Min. Moisture Content (11.0%) . � �� LEGEND � � ZAV (SG — 2.68 shown) � ------ �� %Air Voids (Na) � ` — 0.52 Void Ratio (e) � I � �---- � I Performance range I � �---- � . L � `. �� Control Specifications: I��` 1. Performance range requires, and is only valid with, full compaction at wet-of-optimum moisture � contents in construction for the range of soils on site. � � �� 2. Fully compact in 10" maximum loose lifts with minimum of 10 passes. ��` 3. This compaction control is valid for grade raises from on-site cut areas. ` �` 4. Set density meter to 2.68 SG. ` 5. Maintain cleaner bar close to the drum. . � �� 6. When % air voids exceeds the maximum limit of 6.2%after lifts are fully compacted, �� the solution is always wetting and recompaction. . � `� 7. Moisture changes may only be made before compaction and on scarified lifts. M8XI1'T1UPY1 % All' VOICiS' 6.2% � �`� 8• Compacted lifts must be maintained in wet state after compaction. • � (with gauge setting SG=2.68J � �� i � � � ♦ — 0.49 ` �. .` � � � �` — 0.52 ` � .,` � . .` — 0.56 ` �� . � ��.. — os9 Min. Dry Density (105.0 pcf) � 1 • � � � � �. .� .� . . — 0.63 �� . . .� — 0.67 Notes: `�� 1. Compaction controls are based on limited soil samples from on-site borings. These �� limited samples are assumed to be representative of the properties of these fill soils. �' �'' � '' �.� � _ � �Z 2. The controls on this chart reflect Family-of-Curve methods for compaction control. I9� 1�-� 10��, 8� 6�; ��- 1 •`` '� . ` ' RONE ' E A R T H W O R K S f� Mnisturf�� Cont��r�t (�s,) � CHART 1b COMPACTION CONTROL CHART FOR CONSTRUCTION BUILDING AND PAVEMENT SUBGRADE WALSH RANCH PA5 Southwest of The Walsh Ranch Community and I-20 City, Texas PROJECT NO: FILE NAME: DRAWN BY: REVISED BY: REVISED BY: APPROVED BY �q 22-26749 GH DATE: 11-29-2022 CJ DATE: 11-29-2022 DATE: SW DATE: 11-29-2022 22-26749 — Walsh Ranch PAS, Fort Worth, TX Moisture-Density-Air-Void Ratio Chart — D-698 Compaction Range for Full Soil Range 1Z8 ` `�� LEGEND — 0.31 ` �` � Upper and lower optimum points at full compaction in construction ♦ � � Midpoint optimum at full compaction in construction ��'•. � — 0.34 `� � Line-of-optimums in construction covering the soil range of the upper 5' clay layer 1z� — 0.37 — 0.39 118 _ 0.42 — 0.45 113 — 0.49 — 0.52 1��5 — 0.56 a 0 .� � � 0 > � U a a � c a � � � . `� � Predominant soil range of the upper S' clay layer � � � --__—_ Line-of-optimums extension for unexpected soil variation ♦ ��` ZAV (5G — 2.68 assumed average, based on 3 tests) Corrected/Stabilized ` ••.. ` . �� % airvoids (rva) Lab D-698 performance �.� — o.s2 Void Ratio (e) { � ----- Design construction range—MC: 14.5-25.0%, Max % AirVoids: 6.7%, Min Dry across soil range ' �� `'•�, ., � � Density: 96 pcf (designed to encompass 5G: 2.66— 2.70) � � f`'. �� Notes: � �' � `� 1. SC/CL/CH Soil Range: �� PI Range: 14-46 (predominant 20-39) `� %Fines Range: 28-95%(predominant 55-90%) � ��` %Gravel Range: 2— 35% (predominant 4— 22%) � `� 2. In-Situ moisture range based on data from 8to 10/2022. � �� 3. In-Situ gravel is accounted for on this chart. � `� 4. Non-cohesive soils are not covered in this plot. � � Maximum % Air Voids: 6J% �� . 1(_l'� 9S 93 ss — 0.59 ` �. . .` . . — 0.63 �� ♦� — 0.67 ` ��. .� .� — 0.72 i �`� i �. � -. � � T � � � ��` — 0.�6 � Design moisture range � .. �� iF----------------------------�i . i 14.5% — 25.0% i �� — 0.81 , ' � ' � � `. Full MC Range � Predominant In-Situ Moisture ' Full In-Situ Moisture ' ��ZJ'`'='=" <----u er5 la er� g� pP Y Y) �---------------------------------->' �` ----'E---------------------------> o.s6 , ' Ran e u er 5' cta la er ; Range (upper 5' clay layer) ' ` �� pp Y )i i v `i �� . 1 60. 4•�. <',. • 1 ; l :ti 2 3 Mr,i�tnrc� C r;nti�nt ("�o) ' RONE E A R T H W O R K S CHART 2a COMPACTION PERFORMANCE AND DESIGN CHART UTILITY TRENCH BACKFILL WALSH RANCH PA5 Southwest of The Walsh Ranch Community and I-20 City, Texas 2� �_ PROJECT NO: 22-26749 FILE NAME: DRAWN BY: GH DATE: 11-29-2022 REVISED BY: CJ DATE: 11-29-2022 REVISED BY: DATE: APPROVED BY: SW DATE: 11-29-2022 22-26749 — Walsh Ranch PAS, Fort Worth, TX Moisture-Density-Air-Void Ratio Chart — D-698 Compaction Range for Full Soil Range 1�3 — 0.37 — 0.39 115 — 0.42 — 0.45 11� — 0.49 — 0.52 1 �i�; — 0.56 — 0.59 0 .� � a 0 > � � a a c a � � � li=i, ��5 9; ti� ., � � LEGEND � � �� ------ ZAV�SG-2.68shown) �. %Air Voids (Na) � I �� — 0.52 Void Ratio (e) �`� � I Acceptance range � ` `---- Min: Moisture I ` `� Control Specifications: Content (14.5%) ��` 1. Acceptance range requires, and is only valid with, full compaction at wet-of- I`� optimum moisture contents in construction for the range of soils on site. ��` 2. Fully compact in 6" loose lifts. � �� 3. Set density meter to 2.68 SG. ��` 4. When % air voids exceeds the maximum limit of 6.7%after lifts are fully ` �� compacted, the solution is always wetting and recompaction. ��` 5. Moisture changes may only be made before compaction and on scarified lifts. � `� . ` � �, ` � .` . Maximum % Air Voids: 6J% � � �� (with gauge setting SG=2.68J � �`� . � � ��. � — 0.63 � �� • ��. � � — 0.67 ` � � • ��. ` . .�` — 0.72 � � `. . . Min. Dry Density (96.0 pcf) I 1 � � � � � � �� . — 0.76 �. .� .� .� — 0.81 `� .� Notes: �`.�ZAV j2.bbj 1. Compaction controls are based on limited soil samples from on-site borings. These �`.� — 0.86 limited samples are assumed to be representative of the properties of these fill soils. �� 2. The controls on this chart reflect Family-of-Curve methods for compaction control. Iq - I?o- l� 8�- !' �°- �"- ��. �i 1 '. 1 ti . _ � `i .. _ Mnisturf�� Cont��r�t (�s,) RONE ' E A R T H W O R K S CHART 2b COMPACTION CONTROL CHART FOR CONSTRUCTION UTILITY TRENCH BACKFILL WALSH RANCH PA5 Southwest of The Walsh Ranch Community and I-20 City, Texas PROJECT NO: FILE NAME: DRAWN BY: REVISED BY: REVISED BY: APPROVED BY 22-26749 GH DATE: 11-29-2022 CJ DATE: 11-29-2022 DATE: SW DATE: 11-29-2022 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 97% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.2% Factor of Safety 2.2 Design Compaction Conditions Loose Lift Thickness (in) 10 Compactor CAT 815 USCS Classification SC Specific Graviry 2.66 Liquid Limit (%) 31 Plasticity Index (%) 14 Plastic Limit (%) 17 % Fines (Passing #200) 28 % Gravel (Retained #4) 4 % Sand (Passing #4) 68 13F - � ?'� _ � ��- � �-. f } {-. � l-. � .97�� com actia� -- �------- 1�.1 _71bG: tt- ,_� 11F.- 11� - Ranges 2.66 - 2.70 29 - 33 12 - 16 24 - 30 3-25 45 - 73 RECTM Compaction Design Report Fill: Foundation Report Number: 26749-01 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 97% Compaction on Construction Curve t c� (%) Y (Ibs/ft3) S (%) e Na (%) w Potential (%) UCS (Ibs/ftz) c (Ibs/ft2) �6 (°) Free Swell (%) CBR* (%) CBR* (%) Res Mod (Ibs/in2) Res Mod (Ibs/inz) ASTM D 2166 ASTM D 2850 ASTM D 2850 ASTM D 4546 Soaked Unsoaked Soaked Unsoaked Dry Sidel 8.8 121.7 64.2 0.36 9.5 +4.9 6,038 1,782 29 2.5 1.2 54.7 1,764 33,099 Wet Sidel 12.2 121.7 89.6 0.36 2.8 +1.4 5,142 1,652 25 1.2 5.7 9.4 7,808 10,721 Tolerance fl% MC f2.0% f3% t3% t3% f3% f 20% t10% t10% f 25% t10% f 10% t10% t10% �M y', c.�a�. c-w - � . `� ------- :.��- . 5 a' i 4, 5 •* Lift Cs�nstructinn Cur4-e L'J : 1 i� .1 �'c 'v : 1�?�_J 1�3: � ..�_.� , � � . , , . .� . � . ---- ----i------- _ 4♦ � , � `. . � • . , � . , � � , � �. 4 � i i ~• + � '. . I � " .� � � � `, 4 4 � I a; � 4 � � � .y . I ' , I , I '��F ' �yi Ii ii1L_1�L I1�}_�C'i :� �:!:.i ¢_L e C � �' � lii i�rwl. l'i �,';:. � Graphics powered by Mathematica Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 97% Wet-of-Ontimum Moisture Ranae for 97% 10.1% - 12.2% (t1% MC) Minimum # of Roller Passes q (Equiv. 5 roundt�ip passes, full liR coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average ualues. Soil Sample Loc: On site Desc: Upper-bound, Date: 10/18/2022 full soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.2% Factor of Safety 1.5 Design Compaction Conditions Loose Lift Thickness (in) 10 Compactor CAT 815 USCS Classification CL Ranges Specific Graviry 2.67 2.66 - 2.70 Liquid Limit (%) 37 35 - 39 Plasticity Index (%) 20 18 - 22 Plastic Limit (%) 17 % Fines (Passing #200) 55 52 - 57 % Gravel (Retained #4) 3 2 - 18 % Sand (Passing #4) 42 25 - 46 RECTM Compaction Design Report Fill: Foundation Report Number: 26749-02 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 95% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance Co (%) 9.2 14.0 fl% MC y (Ibs/ft3) 116.2 116.2 f1.8% S (%) 56.7 86.2 t3% e 0.43 0.43 f3% Na (%) 13.1 4.2 f3% w Potential (%) +7.0 +2.2 f3% UCS (Ibs/ftz) ASTM D 2166 7,665 6,747 f20% c(Ibs/ft2) ASTM D 2850 2,314 2,237 f 10% �6 (°) ASTM D 2850 28 23 f 10% Free Swell (%) ASTM D 4546 8.2 2.4 t25% CBR* (%) Soaked 1.2 3.8 t10% CBR* (%) Unsoaked 38.5 8.6 f10% Res Mod (Ibs/in2) Soaked 1,748 5,732 t10% Res Mod (Ibs/inz) Unsoaked 26,416 10,122 t10% ,* . � `. - c.�>�. c-w = . � 5 � � � � � � � tR._�� ,� _ . , . # . `. . . . � �rF. _ Lift C:€+nstructio-n Cue4-e . t,� - l�.g<<. ��.�. a �a` ,n� � . � '=�' _ �. . �' ��7�r camp,actio-n s , ... � . - �116 "' 1b��ft=u T �. ' � 1a1 - 100 ' c � i i ' � i , � i i i , � � ;� � � � i.1V"7�i . I L�"� ! :J l x':15¢_L2 �Ci.i2Cxi. ii �''4 Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 95% Wet-of-Ontimum Moisture Ranae for 95% 10.9% - 14.0% (t1% MC) Minimum # of Roller Passes 1 �(Equiv. 5 roundt�ip passes, full liR coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. ��. t c and m- Unsaturated triaxia/ test, total stress soil parameter. � r UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR �' (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w �" W Potential, and Resilient Modulus (soaked and unsoaked). �` Wet side permeability in field not factored in Free Swell test � ` t condition. � * CBR based on field compacted state. 1 Properties represent average ualues. Soil Sample Date: 10/13/2022 Loc: On site Desc: Upper-bound, predominant soil range � Graphics powered by Mathematica Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 95% Lab Reference Standard ASTM D 698 (SP) Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.2% Factor of Safety 1.1 Design Compaction Conditions Loose Lift Thickness (in) 10 Compactor CAT 815 USCS Classification CL Specific Gravity 2.68 Liquid Limit (%) 48 Plasticity Index (%) 30 Plastic Limit (%) 18 % Fines (Passing #200) 73 % Gravel (Retained #4) 2 % Sand (Passing #4) 25 '� 1'.� - � � � 11F - :. . Ranges 2.66 - 2.70 46 - 50 28 - 32 70 - 75 1-9 16-29 RECTM Compaction Design Report Fill: Foundation Report Number: 26749-03 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 95% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance Co (%) 11.6 15.7 f 1% MC y (Ibs/ft3) 111.3 111.3 f1.8% S (%) 61.9 83.9 f3% e 0.50 0.50 t3% Na (%) 12.7 5.4 f3% w Potential (%) +7.1 +3.0 f3% UCS (Ibs/ftz) ASTM D 2166 7,608 7,326 f20% c(Ibs/ft2) ASTM D 2850 2,388 2,590 f 10% �6 (°) ASTM D 2850 26 19 f 10% Free Swell (%) ASTM D 4546 10.0 3.1 f25% CBR* (%) Soaked 1.0 3.4 t10% CBR* (%) Unsoaked 32.3 7.8 f10% Res Mod (Ibs/in2) Soaked 1,466 5,143 f10% Res Mod (Ibs/inz) Unsoaked 23,609 9,534 f10% . . '• - c.�>�. t-w-�= , ' « - - - - _�sr�t � :�s... . ,. .. .. . . � �a.�- ~'•, Lab c:a at 9=�r campac[ion '* I)t�- Side: 1�_� �� , �L'et Side: '��_# �t Lift Construction Cur��e . t,� : 13 _ Gt `« �' : 11�_� tk}g.'�'' �'a . �ti s � � � `. r , � � � � '� � ! � � � '. +, � �� . t r" 9�� com�ac�io-n- . f � -.-- - '• r 111_3 lbfi:'f�' - - -- �� ''; �iST�i $ 698 (S�'}*� � . _ � � � � � _, . 7�f - 1fl� - ac � ; i � : 17.3�c '. I � �� : 1 Q7_7 lb�: f�, � • + � J I I i � � ~4 r f h i ' ' • � � i i � ty � � � } �'� � . I L y ' � � � i i i 1i � � }� � • i � i i i � i � i � � � r � � I � i + i • � . . ;13_�c �, ; 13_7Gc. . . , . . 1� �v =v , _.xt:i�¢_L�� liiii2rAL. l.'i �,� i' � ** ASTM D 698 (SP) equiva/ent, mrreded to contro/ relative moisture standard in construction. Graphics powered by Mathematica Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 95% ASTM D 698 (SP) 103% Wet-of-Oatimum Moisture Ran4e for 95% 13.0 - 15.7% (f1% MC) Minimum # of Roller Passes 1 p (Equiv. 5 roundtrip passes, full lift cvverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxial test, tota/ stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include w y, UCS, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated values inc/ude S, e, Na, m Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent aveiage ualues. Soil Sample Date: 9/26/2022 Loc: On site Desc: Midpoint, predominant soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.2% Factor of Safety 1.1 Design Compaction Conditions Loose Lift Thickness (in) 10 Compactor CAT 815 USCS Classification CH Ranges Specific Graviry 2.68 2.66 - 2.70 Liquid Limit (%) 59 57 - 61 Plasticity Index (%) 39 37 - 41 Plastic Limit (%) 20 % Fines (Passing #200) 90 87 - 92 % Gravel (Retained #4) 1 0 - 4 % Sand (Passing #4) 9 4 - 13 5 � `. � `, � za - 4 *' � ,�� 1�^ :. . � r :� - _ h +� r ' ^. ' 1,7� L�SF. � Construction Control Specifications � Minimum % of Maximum Dry Densitv Construction Curve 95% .t �`. A •i ,h +� h *�h Wet-of-Ontimum Moisture Ranae for 95% 15.1% - 17.9% (t1% MC) Minimum # of Roller Passes 11 (Equiv. 6 roundt�ip passes, full /iR coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average ualues. Soil Sample Date: 8/26/2022 Loc: On site Desc: Lower-bound, predominant soil range Graphics powered by Mathematica Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). RECTM Compaction Design Report Fill: Foundation Report Number: 26749-04 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 95% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance Co (%) 13.7 17.9 f1% MC y (Ibs/ft3) 106.4 106.4 f1.9% S (%) 64.3 83.8 f3% e 0.57 0.57 t3% Na (%) 13.0 5.9 f3% w Potential (%) +7.6 +3.5 f3% UCS (Ibs/ftz) ASTM D 2166 6,700 6,482 f20% c(Ibs/ft2) ASTM D 2850 2,164 2,388 f10% �6 (°) ASTM D 2850 24 17 t10% Free Swell (%) ASTM D 4546 11.7 3.7 t25% CBR* (%) Soaked 0.9 3.0 t10% CBR* (%) Unsoaked 27.0 6.4 f10% Res Mod (Ibs/in2) Soaked 1,401 4,509 f10% Res Mod (Ibs/inz) Unsoaked 21,054 8,388 t10% -� c.�.��. �-,�-�� ------- w3�- . , 4 .� . �'. - Lift Constructian Cur��e t� . 1�_l�ti '. '�' : 1 1 �. 1f]?, ��*, , ��. `•ti ', I ` � , - • i � r- � � �S�f com ac�ion ; ------�-� ------------- ------------- �o�.� t��:�'�' i I I i I � _ ' i i � I Y i i i i i _ 4 I I r i i i � � I 11_17L I 1�_}'�'t , .r ¢ _., �:15 _L 2 ui �2�':i. i•f �.' � Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 96% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.2% Factor of Safety 1.0 Design Compaction Conditions Loose Lift Thickness (in) 10 Compactor CAT 815 USCS Classification CH Ranges Specific Graviry 2.69 2.66 - 2.70 Liquid Limit (%) 68 66 - 70 Plasticity Index (%) 46 44 - 48 Plastic Limit (%) 22 % Fines (Passing #200) 95 93 - 97 % Gravel (Retained #4) 0 0 - 2 % Sand (Passing #4) 5 1 - 7 RECTM Compaction Design Report Fill: Foundation Report Number: 26749-05 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 96% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance Co (%) 15.5 19.1 f 1% MC y (Ibs/ft3) 104.3 1043 f1.9% S (%) 68.4 84.1 f3% e 0.61 0.61 t3% Na (%) 12.0 6.0 f3% w Potential (%) +7.2 +3.6 f3% UCS (Ibs/ftz) ASTM D 2166 5,963 5,634 f20% c(Ibs/ft2) ASTM D 2850 1,961 2,133 f10% �6 (°) ASTM D 2850 23 16 t10% Free Swell (%) ASTM D 4546 13.2 4.6 t25% CBR* (%) Soaked 0.9 2.9 t10% CBR* (%) Unsoaked 24.6 5.8 f10% Res Mod (Ibs/in2) Soaked 1,290 4,351 f10% Res Mod (Ibs/inz) Unsoaked 19,837 7,912 t10% _: - '. 4 � . 1 a�7l.cL. �-w`L�� 4 . � � � � � � � � i.3.�' .� � 5 4 ,i • '��F. - �• . � '. . .t � Lift Construction C�r�-e � �;, - �.:� : 16.7�� '. �• : 1dS_6 lb�:`fc�'w �+�-. � ' . � . . .4 � � . • M1� `�4 f. `° -4��c C�3T1�}3CCt4f1------ -- � `` � 1{��_� 1�}?. �' _ _ _ _r_ _ __ _ __ _ _i �ti • � f � � ti `•, � � � � , ;; . � , � . i I h - � .� 1�7� - i i '�•i — � i � i . � � � '* ' � � � � � � _ i � � i i i . i i sa - . I � � . , . ' 16-?�t .'. 19-�� . . . . . . 1� _� _F 1.;.'-.�14¢.L� 1.4;i:i?Y;.4. 4'i �':'i � Graphics powered by Mathematica Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 96% Wet-of-Ontimum Moisture Ranae for 96% 16.7% - 19.1% (tl% MC) Minimum # of Roller Passes 11 (Equiv. 6 roundt�ip passes, full /iR coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average ualues. Soil Sample Date: 10/12/2022 Loc: On site Desc: Lower-bound, full soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.4 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Dynamic High USCS Classification CL Ranges Specific Graviry 2.67 2.66 - 2.70 Liquid Limit (%) 37 35 - 39 Plasticity Index (%) 20 18 - 22 Plastic Limit (%) 17 % Fines (Passing #200) 55 52 - 57 % Gravel (Retained #4) 3 2 - 18 % Sand (Passing #4) 42 25 - 46 m � � >. � . � � RECTM Compaction Design Report Fill: Foundation Report Number: 26749-06 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 95% Compaction on Construction Curve t c� (%) Y (Ibs/ft3) S (%) e Na (%) w Potential (%) UCS (Ibs/ftz) c (Ibs/ft2) �6 (°) Free Swell (%) CBR* (%) CBR* (%) Res Mod (Ibs/in2) Res Mod (Ibs/inz) ASTM D 2166 ASTM D 2850 ASTM D 2850 ASTM D 4546 Soaked Unsoaked Soaked Unsoaked Dry Sidel 10.8 112.8 60.4 0.48 12.8 +7.1 6,082 1,831 28 2.5 1.0 34.1 1,551 24,475 Wet Sidel 15.2 112.8 85.0 0.48 4.8 +2.7 5,347 1,766 23 1.3 3.5 8.1 5,320 9,714 Tolerance f1% MC f 1.8% f3% t3% t3% f3% f 20% f 10% f 10% t25% t10% f 10% f 10% t10% � =a - . . . , L . A � i{75[. C`.;_n�3 ■ ' S� �""'� i.�� .� . � 4 �F - � \ � `. *,* � �.ift Construction Curse 4 � r,� : 1?_3G�'. 1c9 - V : 11�'_� Lk}e.'�� ` -. A4 . . , , � J� i .4 ;� � - , � . . _ - I' � �` � t I y r . • '. 475i4t pc7o{.m,p�a3eion __„_�.. .. : ., ..� �`+ •11� O 1113�1L � �• �5' ~� . , ,� �' . , ', . , ; . � r •� `. . i.1 - Y i r � i r � i . � i i ~y�y . � � � i i �� . � � ; .� i i � � � � Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 95% Wet-of-Ontimum Moisture Ranae for 95% 123% - 15.2% (t1% MC) Minimum # of Roller Passes 7 (Equiv. 4 roundt�ip passes, full /iR coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. . � � * CBR based on field compacted state. . 1 Properties represent average ualues. y_ � � Soil Sample Date: 10/13/2022 . � I Loc: On site � � I Desc: Upper-bound, predominant soil range �1?.3� � 1�?G� . . . ' . 1.;.'.�1�¢_L� �4i.��r.4. 4'i��'� � Graphics powered by Mathematica Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.0 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Static USCS Classification CH Ranges Specific Graviry 2.68 2.66 - 2.70 Liquid Limit (%) 59 57 - 61 Plasticity Index (%) 39 37 - 41 Plastic Limit (%) 20 % Fines (Passing #200) 90 87 - 92 % Gravel (Retained #4) 1 0 - 4 % Sand (Passing #4) 9 4 - 13 � 11� - :v Y. � :. � r :] � --. RECTM Compaction Design Report Fill: Foundation Report Number: 26749-07 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 95% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance c.o (%) 16.8 20.8 f 1% MC y (Ibs/ft3) 100.2 100.2 f1.9% S (%) 67.4 83.5 f3% e 0.67 0.67 t3% Na (%) 13.1 6.6 f3% w Potential (%) +8.1 +4.1 f3% UCS (Ibs/ftz) ASTM D 2166 4,587 4,614 f20% c(Ibs/ft2) ASTM D 2850 1,502 1,707 f10% �6 (°) ASTM D 2850 24 17 t10% Free Swell (%) ASTM D 4546 4.4 1.5 t25% CBR* (%) Soaked 0.7 2.7 t10% CBR* (%) Unsoaked 20.0 4.8 f10% Res Mod (Ibs/in2) Soaked 1,079 4,051 f10% Res Mod (Ibs/inz) Unsoaked 17,400 6,959 t10% .� 4 �4 . � i��7L. t-.::':� ------- �.��- *4 • •* ~5 . , �`. Lift Cons`truction Cur►-e {,J : 1�_1�c . Y : 1�]_� 1f]�'�y�•. �g5�� com actia� -�-- ------- "" -100_? 1b�f� 3° - ,°r;l - �F . . 1 . 1° � � . � � � i � • I : � � . � 18.1GL �?4.85r cU �rc�s��r} C•::::teno-. �:. � ": �� _r- Graphics powered by Mathematica Soil Sample Date: 8/26/2022 Loc: On site Desc: Lower-bound, predominant soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). '•. iy •4 '4 ` Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 95% Wet-of-Ontimum Moisture Ranae for 95% 18.1% - 20.8% (tl% MC) Minimum # of Roller Passes 8 (Equiv. 4 �oundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average ualues. Version: 232 - 7.2 --� �� Ca, RTti v`'G R r.5 Project Number: 22-26749 Project Name: Walsh Ranch PA5 Project Owner: Quail Valley Land Company Control Specifications and References Min % of Max Dry Density 96% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.7% Factor of Safety 1.0 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Static USCS Classification CH Ranges Specific Graviry 2.69 2.66 - 2.70 Liquid Limit (%) 68 66 - 70 Plasticity Index (%) 46 44 - 48 Plastic Limit (%) 22 % Fines (Passing #200) 95 93 - 97 % Gravel (Retained #4) 0 0 - 2 % Sand (Passing #4) 5 1 - 7 :v =r .. r, f � r�. „y _ RECTM Compaction Design Report Fill: Foundation Report Number: 26749-08 Remarks: Subgrade Reconstruction Report Date: 11/29/2022 Produced By: Gary Hougardy Lift Properties at 96% Compaction on Construction Curve t Dry Sidel Wet Sidel Tolerance c.o (%) 18.8 22.2 f 1% MC y (Ibs/ft3) 98.1 98.1 f1.9% S (%) 71.0 83.9 f3% e 0.71 0.71 t3% Na (%) 12.1 6.7 f3% w Potential (%) +7.7 +4.3 f3% UCS (Ibs/ftz) ASTM D 2166 4,101 4,046 f20% c(Ibs/ft2) ASTM D 2850 1,367 1,539 f10% �6 (°) ASTM D 2850 23 15 t10% Free Swell (%) ASTM D 4546 5.0 1.8 t25% CBR* (%) Soaked 0.6 2.6 t10% CBR* (%) Unsoaked 17.6 4.2 f10% Res Mod (Ibs/in2) Soaked 965 3,888 f10% Res Mod (Ibs/inz) Unsoaked 15,995 6,411 t10% � `. �'. ��. c•wti�3 � �`.� ------- �a�- •y ,� .� . .� Lift Constructian Cur�-e L'J : Lfl.��c �`� v : 10�.1 1b�;'�t' +`-. � ` � �. ♦ I �� I � ~~4i 96� campaction------ - � ---- ---�----- `. �98.11b�;'f� -- , , ` �F _ 6� _ �` - � � � � �4 I ' ~� ' ~4 ' '* i i ti i i i � i � I I � I ;�9_9r� �??_2�c , .r ¢ _•x�'1� �_L� lii i�rAL. l'i �,� i Construction Control Specifications Minimum % of Maximum Dry Densitv Construction Curve 96% Wet-of-Ontimum Moisture Ranae for 96% 19.9% - 22.2% (tl% MC) Minimum # of Roller Passes 8 (Equiv. 4 �oundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M-D probe depths should be centered on the center of the compacted lift. t c and m- Unsaturated triaxia/ test, total stress soil parameter. UCS - Unconfined Compressiue Strength. Measured values include w y, UC5, c, m Fiee Swel% and CBR (soaked and unsoaked). Ca/culated valaes inc/ude 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. 1 Properties represent average ualues. _F Graphics powered by Mathematica Soil Sample Date: 10/12/2022 Loc: On site Desc: Lower-bound, full soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR'� is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill'� and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (0) and non-registered trademark designations (""). Version: 232 - 7.2 APPENDIX A �' ✓ ,\ � Q �, � �� I � . � � ___J ----•—•-.—•".�.. . � .`•, 1 . � t. � �� ' � �� _.. � OId Weathe'��rd Road: _ . , _ _ __ _ _ _—__ � , � �� j �' �l -" 1 � S�aLE: NTS „� � ��o � � ,�� ,��a � � � -� Qr � ; p�� Im R°ad � � Walsh,��4e �,P�_ G,�ee �-o� � � � � � p,venue ,� _ o � j0 '_ Wa�sr __ ;;� Fort Worth � / � _ o - - --` • �`� � �✓l \\/%/ �:�i�n � � ` /l I r� - � �z � �� -- �'��' ��s �j � , n � �; SITE � ��, er�ice Roaa ��. 420� `�, �; � � '; � �� - 421 � � `'�, I��Sei-�� Ro Quail IVje � �i � ha/ . adow Dri� e Roi d Reagan _ — -_ - . da� Mem ,. �� '� , 20 °naCH�gh►tid � 1��V . . -. \ � � ' ,, �, � = - -------� ' - 0 � � � I30 West_Freeway � i � — - - - - We. ; - . � " __ _ :��:..-.�-._ _ _:_:_ ___ _ _ _ _ - � � - �'_ � - •�, - - � � \ �__-- - � __ \ `�°;_:.�,-:�, � �� _ r � � � i � /, �R �NE E N G E E R I N G PLATE A.1 PROJECT NO: 22-26749 VICINITY MAP FILE NAME: 2226749.DWG DRAWN BY: CM DATE: 11-18-2022 WALSH RANCH PA5 REVISED BY: DATE: SOUTHWEST OF THE WALSH RANCH COMMUNITY AND I-20 REVISED BY: DATE: FORT WORTH, TEXAS APPROVED BY: SW DATE: 11-18-2022 PLATE A.2 PROJECT NO: 22-26749 GEOLOGY MAP FILE NAME: 2226749.DWG R N E DRAWN BY: CM DATE: 11-18-2022 WALSH RANCH PA5 REVISED BY: DATE: E N G E E R I N G SOUTHWEST OF THE WALSH RANCH COMMUNITY AND I-20 REVISED BY: DATE: FORT WORTH, TEXAS APPROVED BY: SW DATE: 11-18-2022 ��6�: Nir� -2022 -2022 Log P�o;e�t No. Walsh Ranch PA5 B-1 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72749° N while Drilling Not Observed 8-15-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58574° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 993.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with trace sand and calcareous nodules / 4.5+ 88 51-27-24 13 J - tan with sand and ferrous stains � 17-23-15 / N=38 � / 9-6-7 5 �� N=13 � 987.3 / LEAN CLAY (CL) - tan and white, chalky with sand and � trace gravel and ferrous stains � 4.5+ j � 3 iPa 9 w � G N s °- � � � C N � w� C Q �' C O � �U j4.5+ 78 49-19-30 13 4.9 112 10 � = j : �> � /: > / : n � 4.5+ ; 15-�j ': / 977.3 ': � FAT CLAY (CH) - tan and gray with gravel and trace '. � sand and ferrous stains > / ' �. : : J s 12 s % 4.5+ 64 54-17-37 14 L ) : 20 9�3.3 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers Plate A.4 Log P�o;e�t No. Walsh Ranch PA5 B-2 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72802° N while Drilling Not Observed 8-15-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58573° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J � � � � c o ¢ � o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 1001.2 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with trace sand and calcareous nodules // 4.5+ J/ � 14 w � G N s °- � � � C N � w� C Q �' C O � �U / 4.5+ 8g 64-25-39 15 9.5 111 J/ 5 � - calcareous deposits 4�5+ � 995.2 LEAN CLAY (CL) - tan and white, chalky with sand and �trace gravel and ferrous stains 23-28-32 / — N=60 /— /i�� 12-28-40 � j N=68 10� : / > � 989.2 ' FAT CLAY (CH) - tan and gray with trace sand and j � ferrous stains > / > � > 15 C 4 > / 94 64-21-43 19 n > ; 15 / s ` � J � / s / > �/ > � � - gray limestone seam s � i � � ��81.2 38-50/4" ; 20 Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 16 Plate A.5 Log B-3 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72858° N While Drilling Longitude At Completion -97.58575° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 8-15-22 Not Observed Not Measured Q �' '�' O �' a� a R Stratum Description 0 N £ d � W Approximate Surface Elevation = 1003.5 feet �1003LFAT CLAY (CH) - dark brown with trace sand and � calcareous nodules — — WEATHERED LIMESTONE - tan and white, chalky 5 998.5 LIMESTONE - tan and gray � � � S _ � 10 _ Z S _ Z � � 1� � �_ _ - gray �_ S _ � 2a � 983.5 Boring Terminated at Appro�mately 20 Feet R NE E N G E E R I N G o � y � N d w N y p a y N O s�£ i y �..% y Z � .� N fp F � pj � J J � � O = =o Q y d � N'a �y N N F C 16 y� � O ai a� a m LL-PL-PI 20-50/6" � 44-50/2'/2' 50/2'/d' 50/1'/d' 50/1" 50/'/2' 50/1" 50/1" 50/1" 50/3/d' 50/'/2' 50/'/4' 0 c d C O U � o N d .a � � 3 5 6 7 9 14 12 w o. w N s °- � � � C N � w � C Q �' C O � �U Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA C Drilling Method: Continuous Flight Augers Plate A. V Log B-4 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72913° N while Drilling Longitude At Completion -97.58509° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 8-15-22 Not Observed Not Measured N Q � � � O � C j y a T a R Stratum Description � z 0 N £ d � N � W � � Approximate Surface Elevation = 981.1 feet � O �FAT CLAY (CH) - dark brown / - tan, silty with trace sand and gravel and ferrous stains � J � � � - with gravel 5 / � �/ � 973.1 �LEAN CLAY (CL) - tan and gray, blocky with trace sand, /ferrous stains, and calcareous nodules / 10 � � � � �%j 15—' j � � � 963.1 � FAT CLAY (CH) - gray with trace sand and calcareous nodules / 20� 961.1 Boring Terminated at Appro�mately 20 Feet �, R NE E N G E E R I N G o � � N y � a y N O s�£ V � y Z ..d. '— � � Cj p�� J O � =o Q N F C N y � ai a� a m LL-PL-PI 23-11-9 N=20 9-7-8 N=15 11-7-10 N=17 19-27-31 N=58 0 c d C O d \ � o N d O � N 4 5 f[� 16 w o. w N s °- � � � C N C '� � C Q �' C O � �U 4.5+ 90 48-20-28 9 5.9 107 4.5+ 4.5+ 15 m Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Drilling Method: Continuous Flight Augers Plate A.% Log P�o;e�t No. Walsh Ranch PA5 B-5 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72968° N while Drilling Not Observed 8-16-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58442° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 979.7 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with calcareous nodules 4.5+ 11 / - tan, silty with calcareous deposits and weathered � limestone seams �� 16-25-12 � N=37 � / 6-8-10 5 �� N=18 � 973.7 �LEAN CLAY (CL) - tan and gray, blocky with trace sand, / ferrous stains, and calcareous deposits 7-12-50/6" / � %� - tan with weathered limestone seams and trace gravel 10-37-50/3" 10 �� = j > � L / > � 966.7 � � FAT CLAY (CH) - gray, blocky > / > J E iPa 14 m n / 4.5+ 96 56-20-36 18 > ; 15 / s / � J "s /i / > �/ i � s / : J s L / 4.5+ : 20� 959.7 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 15 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.8 Log P�o;e�t No. Walsh Ranch PA5 B-6 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73021 ° N while Drilling Not Observed 8-17-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58377° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 985.4 feet � O m a� a m LL-PL-PI � rn ��j LEAN CLAY (CL) - tan with sand and weathered �� limestone fragments 30-25-20 N=45 /— j �21-29-30 /— N=59 % /i�� 2-2-3 5�j N=5 / - ferrous stains � � / 4.5+ � - chalky with calcareous deposits _j 4.5+ 10— j : j : � > s � '- 1�� - tan with sand > � > ` 4 8 4 4 n �� 4.5+ 82 49-18-31 14 > � ; 15 � � � i � i � > � : � i s / i � s / 4.5+ : 2p� 965.4 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 20 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.9 Log P�o;e�t No. Walsh Ranch PA5 B-7 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73022° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58312° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 981.1 feet � O m a� a m LL-PL-PI � rn ��j� LEAN CLAY (CL) - dark brown with calcareous nodules //,� 4.5+ 8 ��- tan with sand and weathered limestone fragments �— � 6-8-8 N=16 �_ - chalky with calcareous deposits % /i�� 2-5-8 5 � j N=13 � �% � 4.5+ � / 5 iPa 10 w � G N s °- � � � C N � w� C Q �' C O � �U -� 4.5+ 94 45-19-26 16 1.3 122 10— j , -j ' % - tan and gray, blocky � � � �: n � � 4.5+ > � ; 15 j : � i � > � > �/ 963.6 FAT CLAY (CH) - gray, blocky : /: ;- \��/ - weathered limestone seam > /\,o 50/3" s 2a i�� "�'61.1 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 18 17 Plate A.1 0 Log P�o;e�t No. Walsh Ranch PA5 B-$ 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72968° N while Drilling Not Observed 8-17-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58377° W End of Day Not Measured ° o- N c Q o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d � d d N'a N j N y V� � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 983.3 feet � O m a� a m LL-PL-PI � rn o � V �SANDY LEAN CLAY (CL) - dark brown with calcareous � nodules j- tan with weathered limestone fragments � �/ � - chalky with calcareous deposits and ferrous stains � 5 � � 977.3 � FAT CLAY (CH) - tan, blocky with ferrous stains J J // 10—�/ � �/ �/ � � - gray streaks 15�% I —� / - gray with layers —/ —� 20� 963.3 , Boring Terminated at Appro�mately 20 Feet 4.5+ 4.5+ 68 41-22-19 4 4.4 108 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 12 8 10 10 20 12 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA .1 : Drilling Method: Continuous Flight Augers Plate A. � 1 Log P�o;e�t No. Walsh Ranch PA5 B-9 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72913° N while Drilling Not Observed 8-16-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58443° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 983.6 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - brown with calcareous nodules and trace gravel 3.75 10 - tan with calcareous deposits and ferrous stains 4.5+ g7 63-25-38 14 5 �' - tan and gray, blocky with weathered limestone seams and ferrous stains _/ 10— / —� —� _� ; —� 15— � —/ _� _/ —� 20� 963.6 , Boring Terminated at Appro�mately 20 Feet 9-11-15 N=26 8-26-50/6" 12-15-17 N=32 4.5+ 4.5+ 17 7 15 17 24 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers Plate A. � 2 Log P�o;e�t No. Walsh Ranch PA5 B-10 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72859° N while Drilling Not Observed 8-16-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58506° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � c o ¢ � 0 N £ d � N F C N N> Vl � W �� a dd �ud �a Approximate Surface Elevation = 993.7 feet � O m a� a m LL-PL-PI � � FAT CLAY (CH) - dark brown with trace sand and 992 � calcareous nodules 5-11-9 3 N=20 WEATHERED LIMESTONE - tan and white 5 � 986.2 / FAT CLAY (CH) - tan and gray with ferrous stains and trace sand and gravel �- chalky with calcareous deposits X 10�/'� � J � � � // 15�/ �/ �/ _� � - gray, blocky 20� 973.7 Boring Terminated at Appro�mately 20 Feet 15-50/3" 50/<'/4' 50/<'/4' 3-13-16 N=29 4.5+ 82 59-26-33 20 4.5+ 0 3 � 3 E 17 12 w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A. � 3 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-11 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72802° N while Drilling Not Observed 8-16-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58508° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 987.8 feet � O m a� a m LL-PL-PI � rn /� FAT CLAY (CH) - dark brown with trace gravel � � 4.5+ 6 / - tan, blocky with calcareous nodules J �� 6-9-6 � N=15 � / 4-7-8 5 �� N=15 � / 5-4-5 �% N=9 �r - tan and gray with ferrous stains and calcareous /� deposits / 4.5+ / - Shelby tube refusal at weathered limestone seam 10— � - tan and gray with weathered limestone seams _� s / L — /> f /1 ; — � > / 3.50 n > ; 15— � s /� s / > / > / s / > i _ / s / 4.50 : 20� 967.8 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 4 ifl 19 14 20 21 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.1 4 Log P�o;e�t No. Walsh Ranch PA5 B-12 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72760° N while Drilling Not Observed 8-16-22 Longitude At Completion Not Observed 983.9 LEAN CLAY (CL) - tan, blocky with ferrous stains and calcareous deposits -97.58515° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 985.9 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with calcareous nodules and trace gravel 4.5+ 5- 10- 4.5+ - sandy R NE E N G E E R I N G 14 9 w � G N s °- � � � C N � w� C Q �' C O � �U 4.5+ 86 38-19-19 8 3.6 111 - chalky 977.9 FAT CLAY (CH) - tan and gray, blocky with ferrous stains and calcareous deposits J J J � � // 15—�/ �/ �/ _� -� 20� 965.9 Boring Terminated at Appro�mately 20 Feet 9-12-14 N=26 6-12-18 N=30 4.5+ 4.5+ C 12 18 22 �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A. ��'J Drilling Method: Continuous Flight Augers Log B-13 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72802° N While Drilling Longitude At Completion -97.58442° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 8-16-22 Not Observed Not Measured N Q � � � � T y p a T a R Stratum Description � z 0 N £ d � N in w `° � Approximate Surface Elevation = 974.9 feet � O � FAT CLAY (CH) - dark brown with calcareous nodules 9�3 9 and trace gravel LEAN CLAY (CL) - tan, blocky with trace gravel �j — j — / - tan and gray, blocky with ferrous stains and calcareous �� deposits 5 / � �� /� �/ j - trace gravel j 10— j _ j _� � � 15� j j j � 956.9 — SHALE - gray 2a = 954.9 Boring Terminated at Appro�mately 20 Feet ,. R NE E N G E E R I N G o � � N y � a y N O s�£ V � y Z ..d. '— � � Cj p�� J O � =o Q N F C N y � ai a� a m LL-PL-PI 4.5+ 22-23-16 N=39 2-5-6 N=11 6-10-8 N=18 0 c d C O d , � o in y 0 � � 6 7 9 16 w o. w N s °- � � � C N C '� � C Q �' C O � �U 4.5+ 93 44-16-28 24 1.4 88 4.5+ iBffE:Il.711L:1Y � 20 Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Plate A. � 6 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-14 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72858° N while Drilling Not Observed 8-16-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58443° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 980.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with calcareous nodules / - tan with calcareous deposits and trace gravel 4'5+ J/ �V 10-12-13 / /\ N=25 � J � - tan and gray, blocky with ferrous stains and calcareous 5-4-8 5 / deposits N=12 � - trace gravel � 7 C f[� w � G N s °- � � � C N � w� C Q �' C O � �U / 4.5+ 91 51-16-35 21 1.4 103 �/ - � 3.75 10— � _� s / L — /> f /1 ' - �: n / 4.5+ > ; 15— � s /� s / > / > / s / � 3.50 s � 961.3 ; - Shelby tube refusal ' Boring Terminated at Appro�timately 19 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 9 15 15 Plate A.1 7 Log P�o;e�t No. Walsh Ranch PA5 B-15 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72912° N while Drilling Not Observed 8-17-22 Longitude At Completion Not Observed 4.5+ -97.58379° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 974.4 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - dark brown with calcareous nodules � and trace gravel � j- tan with trace sand and gravel j j 5 � � �%/ / 966.9 � FAT CLAY (CH) - tan with sand and trace gravel J/ 10—�/ �/ J/ �/ � �/ 15�/ �/ � 957.4 — SHALE - gray 2a — 954.4 Boring Terminated at Appro�mately 20 Feet `rafa.�ac:� R NE E N G E E R I N G 10 4.5+ 83 48-18-30 12 4.5+ 4.5+ m 12 4.5+ 77 55-19-36 13 4.5+ 14 13 w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A. � 8 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-16 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.72970° N while Drilling Not Observed 8-17-22 Longitude At Completion Not Observed -97.58313° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 966.4 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - dark brown with calcareous nodules and trace sand 4.5+ 88 54-22-32 13 964.4 LEAN CLAY (CL) - tan with trace sand 4.5+ 8 E 4.5+ 8g 42-14-28 10 1.9 115 4.5+ 13 - tan and gray, blocky 4.5+ 24 � 952.9 SHALE - gray s 1� _, � s — � — "s _ i — > i — s — > — i — i — : 2p � 946.4 , Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 30-50/4" 12 50/'/4' 16 50/<'/4' Plate A.19 Log P�o;e�t No. Walsh Ranch PA5 B-17 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73022° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58247° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 965.8 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with sand and gravel / 17-16-8 6 N=24 � 963.8 � LEAN CLAY (CL) / FAT CLAY (CH) - tan and gray with sand and gravel and ferrous stains w � G N s °- � � � C N � w� C Q �' C O � �U j4.5+ 70 50-17-33 14 1.2 108 j— 5 � 12-17-20 �— N=37 � %%� 18-16-14 �� N=30 � 15-20-18 �� N=38 10—'�� : j L � 953.8 ' — SHALE - gray i — > i - > - i > n ? = 50/6" ; 15 s — � — "s — i = > i — s — > i i � z _ 8-26-50/1" : 2p — 945.8 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers if�a 16 12 9 24 Plate A.20 Log P�o;e�t No. Walsh Ranch PA5 B-18 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72967° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58249° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 956.0 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with sand and gravel 4.5+ 4.5+ 952.0 /� LEAN CLAY (CL) - tan with sand and trace gravel and f t� 10 11 15 m ifl errous s ains 73 38-16-22 8 5 j N=26 �� %%� 7-28-38 / N=66 948.0 WEATHERED LIMESTONE - tan with ferrous stains x 50/2" 10 � � s L > > 943.0 � LIMESTONE - tan > > � > n � � 50/'/z" 50/'/d' ; 1� � s � � "s i = � Z - gray > � : _ i i � ; 50/<'/4' : 2Q � 936.0 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 12 m m 9 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.21 Log P�o;e�t No. Walsh Ranch PA5 B-19 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.72913° N while Drilling Not Observed 8-17-22 Longitude At Completion Not Observed -97.58314° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 959.4 feet � O m a� a m LL-PL-PI � rn o � V E FAT CLAY (CH) - dark brown with calcareous nodules and gravel 957.9 LEAN CLAY (CL) - tan with trace sand and gravel and ferrous stains - calcareous deposits 4.5+ 10 4.5+ 4.5+ ! �.' �:I:�CiI QI b' � [� 8�1�1� [I yl � - ferrous stains 50/3" 15 113 4,600 945.4 SHALE - gray ; 1G _' � s = � — "s _ i — > — i — s — > — i — i z � �39.4 ; 2a Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 50/'/4' 4.5+ ifl m 15 19 Plate A.22 Log P�o;e�t No. Walsh Ranch PA5 B-20 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72858° N While Drilling Not Observed 8-17-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58380° W End of Day Not Measured ' o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 968.5 feet � O m a� a m LL-PL-PI � rn o � V �� FAT CLAY (CH) - dark brown with calcareous nodules and trace sand 4.5+ 92 57-24-33 10 - tan with calcareous deposits and ferrous stains E 4.5+ 4.5+ 962.5 GRAVELLY LEAN CLAY (CL) - tan and gray with ferrous stains 4.5+ 4.5+ 63 46-17-29 13 � ; � 955.0 ; — SHALE - gray -� n _ ; 1G _ s — � — "s _ i — > i — s — > — i — i � �48.5 ; 2a Boring Terminated at Appro�mately 20 Feet 25-50/6" 35-50/5" 8 12 23 15 13 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA �f : Drilling Method: Continuous Flight Augers Plate A.L3 Log P�o;e�t No. Walsh Ranch PA5 B-21 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72802° N while Drilling Not Observed 8-17-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58379° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � c o ¢ � 0 N £ d � N F C N N> Vl � W �� a dd �ud �a Approximate Surface Elevation = 961.4 feet � O m a� a m LL-PL-PI � � FAT CLAY (CH) - dark brown with calcareous nodules and gravel 4.5+ 8 - tan with calcareous deposits, ferrous stains, and gravel 957.4 / LEAN CLAY (CL) - tan and gray with calcareous � deposits and ferrous stains 5 � j j j j 10 � j � - gray � — _� 15— j �� 943.4 — SHALE - gray 2a = 941.4 Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 8-26-36 N=62 f[:�c%�.711b7Y 4.5+ 3.50 0 3 � � 12 w � G N s °- � � � C N � w� C Q �' C O � �U ! �.' �'1.' � �I d rdZ f'�1=IX� [IIG3 4.5+ 10 22 19 Plate A.24 Log P�o;e�t No. Walsh Ranch PA5 8-22 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72748° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58444° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 975.0 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with calcareous nodules and gravel /� 4.5+ � - tan with weathered limestone fragments �V 26-28-15 , /\ N=43 � J / — 5 / 8-10-11 � N=21 � / 9-10-24 N=34 967.0 � LEAN CLAY (CL) / FAT CLAY (CH) - tan and gray with gravel, trace sand and ferrous stains m 3 ifl 9 j4.5+ 76 50-16-34 17 10 � = j > �> / > � > �: n � 4.50 ; 15—' j : / s j i �> > � 957.0 � _ SHALE - gray i — i L - 24 w � G N s °- � � � C N � w� C Q �' C O � �U � =�55.0 50/6" 88 43-16-27 14 ; 2a Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers Plate A.25 Log P�o;e�t No. Walsh Ranch PA5 B-23 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72692° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58444° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 993.6 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with weathered limestone fragments 11-21-35 / N=56 J J/ 989.6 WEATHERED LIMESTONE - tan 50/1" 988.6 50/'/d' 5 � FAT CLAY (CH) - tan and gray with ferrous stains J�\ / / V 5-31-27 J/ /\ N=58 � _./ 3 4 22 /V 10-14-16 gg 78_2g_50 26 - � /\ N=30 10—�/ �/ s � L /> f �1 ) / - ) ;, -/ 35-15-15 > N=30 ; 15—/r ' - /: i / > / ' � 976.1 > — SHALE - gray : — > — i = i > 35-50/6" : 2p 73.6 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 18 15 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.26 Log B-24 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72693° N while Drilling Longitude At Completion -97.58381 ° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 8-19-22 Not Observed Not Measured N Q � � � � T y p a T a R Stratum Description � z 0 N £ d � N in w `° � Approximate Surface Elevation = 986.5 feet � O � FAT CLAY (CH) - dark brown with calcareous nodules J - tan with weathered limestone fragments and � calcareous deposits � � - chalky 5 / � 980.5 / LEAN CLAY (CL) - tan and gray with ferrous stains and � trace sand � j j 10 � j �. � � 15� 970.5 FAT CLAY (CH) - tan and gray with ferrous stains J J . J, � 20 966.5 Boring Terminated at Appro�mately 20 Feet �, R NE E N G E E R I N G o � � N y � a y N O s�£ V � y Z ..d. '— � � Cj p�� J O � =o Q N F C N y � ai a� a m LL-PL-PI 4.5+ 7-10-12 N=22 9-9-8 N=17 0 c d C O d , � o in y 0 � � 8 7 7 w o. w N s °- � � � C N C '� � C Q �' C O � �U C�III�Y��.'�CQC� �b'��[IF:3 4.5+ 4.5+ 13 � 4.5+ gg 67-25-42 26 Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Plate A.27 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-25 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72692° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58314° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 988.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with white chalky deposits and trace gravel w- 3 WEATHERED LIMESTONE - tan 5 � 980.3 � FAT CLAY (CH) - tan and gray with ferrous stains and trace sand //� 10J� J/ J/ J/ � �/ 15—�/ �/ �/ _� 2a / 968.3 Boring Terminated at Appro�mately 20 Feet 14-50/6" 50/2" 50/1" 5-8-11 N=19 4.50 91 55-18-37 16 10-15-21 N=36 4 10 � `ri w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.28 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-26 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72750° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58309° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 976.9 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with sand, calcareous nodules and trace gravel / 4.5+ 80 59-23-36 8 J/ J/ 4.5+ J - tan with weathered limestone seams and trace gravel / 11-17-21 5 �� N=38 � / 12-8-24 �% N=32 � - tan and gray with gravel seams and ferrous stains / — - / 7-6-5 N=11 10—/r _/ - -� L / 1 ; � - blocky > /> N7 6 C 16 n -/ 4.5+ 92 52-17-35 16 > ; 15— � s /� s / > / > / 958.9 � � _ SHALE - gray i — i > x,, 30-50/6" : 2p —/ "�56.9 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 12 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.29 Log P�o;e�t No. Walsh Ranch PA5 8-27 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72857° N While Drilling Not Observed 8-17-22 Longitude At Com letion Not Observed 4.5+ P ,� -97.58312° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d � d d N'a N j N y V� � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 954.9 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) / LEAN CLAY (CL) - dark brown with gravel, calcareous nodules and trace sand 5 10 - tan with gravel and ferrous stains - tan and gray with gravel and ferrous stains : / L 942.9 ' WEATHERED LIMESTONE - gray, blocky i > i > i > n > ; 15 s '- 938.9 '- LIMESTONE - gray s > S . _ > : Z > i � i : 2Q � 934.9 , Boring Terminated at Appro�mately 20 Feet 6-38-35 N=73 50/2" 50/'/4' 50/<'/4' R NE E N G E E R I N G 14 4.5+ 70 50-16-34 9 0.0 100 4.5+ 7 123 32,800 4.5+ ib7 9 m 0 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers Plate A.30 Log P�o;e�t No. Walsh Ranch PA5 B-2$ 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72912° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58247° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 947.4 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with sand and trace gravel // 4.5+ J/ � 13 / 4.5+ 73 57-17-40 11 J � - tan with weathered limestone fragments, sand, and gravel 26-14-8 5 / N=22 � / 12-13-30 �% N=43 � 939.4 LIMESTONE - tan � � 50/'/a" 50/'/a" 10 � S s _ > Z > � - gray > _ > > � ;' � 50/'/d' s 1 � 50/<'/4' : _ i � > S . _ i s � > i � i ; � 50/<'/4' : 2p 927.4 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 6 10 8 8 9 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.31 Log P�o;e�t No. Walsh Ranch PA5 B-29 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72969° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58182° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J � � � � c o ¢ � o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 945.7 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with sand and trace gravel � - � 10-13-17 � N-30 �� i� 1 2 10 � 8-22- 5 73 41-18-23 8 � N=47 � 5 �� 15-12-10 � N=22 _/ / 11-26-50/5" � 937.7 LIMESTONE - tan � � 50/1" 50/'/a" 10 � S s _ > Z > S � _ - gray > > > � " � 50/3/d' '' 50/<'/4' ; 1� : _ i � > S . _ i s � > i � i ; � 50/'/4' : 2p 925.7 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 10 14 7 7 7 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.32 Log P�o;e�t No. Walsh Ranch PA5 B-30 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72912° N while Drilling Not Observed 8-26-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58183° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 942.1 feet � O m a� a m LL-PL-PI � rn o � V �,� FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 4.5+ 65 58-20-38 16 5 934.1 LIMESTONE - tan � � 10 � S s _ ' Z - gray > � > _ > > � n � > ; 1� : _ i � > S . _ i s � > i � i : 2p � 922.1 , Boring Terminated at Appro�mately 20 Feet 15-12-21 N=33 19-18-26 N=44 50/'/z" 50/'/a" 50/'/d' 50/'/d' 50/'/4' 50/<'/4' 23 7 0 C C C � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA 4 : Drilling Method: Continuous Flight Augers Plate A.J3 Log P�o;e�t No. Walsh Ranch PA5 B-31 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72857° N While Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58183° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 956.1 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with trace sand and gravel � 4.5+ j � 25 j4.5+ 75 43-14-29 8 j 5 � 4.5+ j � 9 � 4.5+ 83 47-14-33 10 1.4 111 � _j 4.5+ 10— j : j > � 944.1 ' FAT CLAY (CH) - tan and gray with sand and trace j � gravel > > �> 14 n / 4.5+ 76 67-21-46 23 > ; 15 / s / � J "s / ; � 939.1 LIMESTONE - gray > � : : _ s i ; � 50/'/2' : 2Q 936.1 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers m w � G N s °- � � � C N � w� C Q �' C O � �U 113 5,000 Plate A.34 Log P�o;e�t No. Walsh Ranch PA5 B-32 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72803° N while Drilling Not Observed 8-26-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58249° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d � d d N'a N j N y V� � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 969.9 feet � O m a� a m LL-PL-PI � rn o � V �� FAT CLAY (CH) - dark brown J / - tan with trace sand and gravel J � � 5 / �/ �/ � - tan and gray, shaley with trace sand —� 10— � —� —� / ; —� 15— � —� � 952.9 LIMESTONE - gray with shale seams S _ 2C � 949.9 , Boring Terminated at Appro�mately 20 Feet 50/1" 50/'/2' 4.5+ 4.5+ 82 63-19-44 13 4.5+ 4.5+ 4.5+ 4.5+ 90 57-16-41 19 29 17 10 24 13 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA 4e : Drilling Method: Continuous Flight Augers Plate A.JJ Log P�o;e�t No. Walsh Ranch PA5 B-33 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72747° N While Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58249° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 985.7 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown / V 4-7-5 /� N=12 J - tan with weathered limestone fragments 9-14-50/4" 981.7 LIMESTONE - tan 5 � � 50/1'/d' 50/'/d' � S _ Z � � 50/'/d' 50/'/z" 10 � S s _ > Z > S > _ > > � ;' � 50/'/i' s 1 � 50/<'/4' : _ i —_ > _� 968.7 • — SHALE - gray > — : — 2a � 965.7 Boring Terminated at Appro�mately 20 Feet 50/1'/4' 50/'/4' w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.36 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-34 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72693° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58246° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 1000.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown /V 6-11-15 /� N=26 J - tan with weathered limestone fragments 11-12-18 N=30 996.3 LIMESTONE - tan 5 � � 50/'/d' 50/'/d' � S _ Z � � 50/'/z" 50/<'/a" 10 � S s _ > Z > S > _ > > � n � , 50/<'/4' s 1 G 50/<'/4' : _ i —_ > S . _ i s � > i � i ; � 50/'/4' : 2p 980.3 50/<'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.37 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-35 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72638° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -g7•58289° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 1003.2 feet � O m a� a m LL-PL-PI � rn ��j LEAN CLAY (CL) - tan with weathered limestone � fragments 10-11-34 N=45 /— 1001.� WEATHERED LIMESTONE - tan 14-19-50/5" 999.2 LIMESTONE - tan 5 � � 50/'/d' 50/'/d' � S _ Z � � 50/'/z" 50/'/a" 10 � S s _ > Z > S > _ > > � n � , 50/'/d' S 1 � 50/'/d' : _ i —_ > S • _ - gray > : Z > i � i ; � 50/<'/4' : 2p 983.2 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 3 9 7 7 8 20 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.38 Log P�o;e�t No. Walsh Ranch PA5 B-36 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72639° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58224° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 1008.3 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - tan with weathered limestone � fragments � 4.5+ j— �%� 11-14-12 � /\ N=26 / - sandy � 5 �� 15 16 20 16 5 / N=36 �4 32-11-21 6 I 002.: WEATHERED LIMESTONE - tan x 25-50/3" �� 50/3" 1 Q 98.3 LIMESTONE - tan S s _ > Z > S > _ > > � n � , 50/'/d' > 1 G 50/'/d' : _ i � i > � • _ - gray > : Z > i � i ; � 50/'/4' : 2Q 988.3 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers C: 7 0 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.39 Log P�o;e�t No. Walsh Ranch PA5 B-37 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72693° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58184° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 994.1 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - tan with weathered limestone / fragments and gravel � 1.50 j— � / 20-18-24 N=42 990.1 LIMESTONE - tan 5 � � 50/'/2' 50/'/d' � S _ Z � � 50/'/a" 50/'/a" 10 � S s _ ' Z - gray > � > _ > > � n � , 50/'/i' > 1 y 50/'/d' : _ i —_ > S . _ i s � > i � i ; � 50/'/2' : 2p 974.1 50/'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.40 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-38 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72747° N while Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58183° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 978.9 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - tan with weathered limestone / fragments and gravel � 4.5+ j— �/ 24-19-16 � N=35 5 � 4.5+ �/ � - sandy with gravel � 25 4 7 j4.5+ 66 36-15-21 7 j _j 10— j , -j : � > s / '- 1� i / ' � 10-11-20 � �/ N=31 ; 15� j� : � i � i �> > / 960.9 � � FAT CLAY (CH) - gray, shaley s � 16 18 w � G N s °- � � � C N � w� C Q �' C O � �U s / 4.5+ 95 54-17-37 16 : 20� 958.9 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers Plate A.41 Log P�o;e�t No. Walsh Ranch PA5 B-39 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72802° N while Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58183° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 966.9 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with trace sand and gravel / 4.5+ 90 51-18-33 22 J/ �// 4.5+ � - weathered limestone fragments /— 5 / 16-10-10 � N=20 �// 4.5+ � - sandy with trace gravel / N7 !.7 9 w � G N s °- � � � C N � w� C Q �' C O � �U -/ 4.00 73 58-17-41 17 0.9 106 10— � _� s / L - /> f /1 ' - �: n / 4.5+ > ; 15— � ' - / s , � 949.9 LIMESTONE - gray > � : : _ s i � ; 50/'/4' : 2C � 946.9 50/'/2' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 20 0 Plate A.42 Log P�o;e�t No. Walsh Ranch PA5 B-40 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72748° N While Drilling Not Observed 8-27-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58119° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 985.6 feet � O m a� a m LL-PL-PI � rn o � V WEATHERED LIMESTONE - tan � 981.6 � LIMESTONE - tan 5 _ Z S _ Z � � 10 � S _ Z � 972.6 � FAT CLAY (CH) - tan with trace sand and gravel � / 15J/ J/ J/ � 967.6 — SHALE - gray 20 —/ "�65.6 , Boring Terminated at Appro�mately 20 Feet 11-17-50/5" 50/2'/z' 50/'/2' 50/<'/4' 50/'/z" 50/'/a" 4.5+ 81 68-22-46 17 18-50/3" 9 10 8 8 m � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA A : Drilling Method: Continuous Flight Augers Plate A.�F3 Log P�o;e�t No. Walsh Ranch PA5 B-41 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72693° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58120° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 999.0 feet � O m a� a m LL-PL-PI � rn \ / WEATHERED LIMESTONE - tan �x� 10-50/4" 997.0 LIMESTONE - tan S _ � 50/'/2' 50/'/d' 5 _ Z S _ Z � � 50/'/d' 50/'/z" 10 � S s _ ' Z - tan and gray > � > _ > > � ;' � 50/1'/z' > 1 J 50/'/z' : _ i � > � . _ i s � > i � i ; � 50/<'/4' : 20 — 979.0 50/<'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.44 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-42 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72639° N while Drilling Not Observed 8-27-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58161 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 1006.9 feet � O m a� a m LL-PL-PI � rn o � V � LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone fragments 4.5+ 4.5+ 54 34-16-18 7 002.f WEATHERED LIMESTONE - tan 5 �98.9 LIMESTONE - tan � � 10 � S s _ > Z > S > _ > > � n � ; 1G : _ '- Z - gray > S . _ > : Z > i � i : 2p � 986.9 , Boring Terminated at Appro�mately 20 Feet 25-50/3" N711KiY 50/'/z" 50/'/a" 50/'/d' 50/'/d' 50/'/2' 50/<'/4' 10 3 ifl 5 9 9 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA Ae : Drilling Method: Continuous Flight Augers Plate A.�+J Log P�o;e�t No. Walsh Ranch PA5 B-43 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72585° N While Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58159° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 1009.3 feet � O m a� a m LL-PL-PI � rn � CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments � 5-6-11 -� N=17 � 12-14-20 2g 35-16-19 6 N=34 _1� I 005.: LIMESTONE - tan 5 � � 50/1'/d' 50/'/2' � S _ Z � � 50/'/d' 50/'/a" 10 � S s _ > Z > S > _ > > � " � 50/1" '' 50/3/d' ; 1� : _ i —_ > S • _ - gray > : Z > i � i ; � 50/'/2' : 2p 989.3 50/<'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.46 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-44 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72582° N while Drilling Not Observed 8-29-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58094° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 998.8 feet � O m a� a m LL-PL-PI � rn �a` CLAYEY SAND (SC) / SANDY LEAN C;AY (CL) - tan �' with weathered limestone fragments and gravel �� 4.5+ 50 42-24-18 16 � 996.8 � CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments 15-50/3" 17 _�� 994.8 � LIMESTONE - tan 50/'/2' 50/'/a" 5 _ Z S _ Z � � 50/'/z" 50/<'/a" 10 � S s _ > Z > S > _ > > � n � , 50/'/d' > 1 G 50/'/d' : _ i —_ > S . _ i s � > i � i ; � 50/'/4' : 2p 978.8 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 4 7 9 9 9 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.47 Log B-45 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72639° N while Drilling Longitude At Completion -97.58095° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 8-29-22 Not Observed Not Measured N Q � � � � T y p a T a R Stratum Description � z 0 N £ d � N in w `° � Approximate Surface Elevation = 1004.1 feet � O � CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel � � — 1002.1 � CLAYEY GRAVEL (GC) - tan with sand and weathered limestone fragments 1000.1 WEATHERED LIMESTONE - tan 5 �Q �994.1 LIMESTONE - tan S _ Z S _ � 1� _ Z S _ Z � 2Q � 984.1 Boring Terminated at Appro�mately 20 Feet R NE E N G E E R I N G o � � N y � a y N O s�£ V � y Z ..d. '— � � Cj p�� J O � =o Q N F C N y � ai a� a m LL-PL-PI 4-6-16 N=22 16-20-50/2" 50/'/d' 50/'/2' 50/1'/z' 50/'/d' 50/'/i' 50/'/d' 50/<'/4' 50/<'/4' 0 c d C O d , � o in y 0 � � w o. w N s °- � � � C N C '� � C Q �' C O � �U Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Plate A.48 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-46 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72692° N while Drilling Not Observed 8-29-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58054° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 995.3 feet � O m a� a m LL-PL-PI � rn � CLAYEY GRAVEL (GC) - tan with weathered limestone fragments, sand and ferrous stains � 36 41-23-18 12 � 4-12-16 N=28 991.3 WEATHERED LIMESTONE - tan 50/1'/z' 50/2'/d' 5 986.3 � LIMESTONE - tan 50/'/i' 50/'/a" 10 _ Z s SL > T f 1 1 _ � 1 ) ) � ) " � 50/'/d' '' 50/'/d' ; 1� � s � � "s i = > � i � s = i i � ; 50/'/4' : 2Q � 975.3 50/'/2' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 10 8 4 7 12 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.49 Log P�o;e�t No. Walsh Ranch PA5 B-47 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72692° N while Drilling Not Observed 10-11-22 Longitude At Completion Not Observed R NE E N G E E R I N G -g7•57989° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 976.5 feet � O m a� a m LL-PL-PI � rn WEATHERED LIMESTONE - tan — 9-50/4'/i' 7 5� i 10— — � 963.5 � FAT CLAY (CH) - tan with shell seams � // 15J/ J/ J/ � 958.5 LIMESTONE - tan si = 956.5 2a Boring Terminated at Appro�mately 20 Feet 50/1'/d' 50/1'/d' 50/4" 50/3'/d' 4.5+ 97 64-22-42 21 50/'/2' 50/'/4' 7 C � w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.�J� Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-48 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72638° N while Drilling Not Observed 10-11-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58032° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 991.9 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - tan with sand, gravel, and weathered / limestone fragments j 2.50 � 989.9 WEATHERED LIMESTONE - tan 50/2" 987.9 � LIMESTONE - tan 50�3�4 � 50/'/2' 5 _ Z S _ Z � � 50/'/a" 50/'/a" 10 � S s _ > Z > S > _ > n � - tan and gray 50�3/4� '' 50/'/d' ; 1G : _ i —_ > S . _ i s � > i � i � � - 9raY 50/'/2' : 2p 971.9 50/<'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA e.1 Drilling Method: Continuous Flight Augers Plate A.J 1 Log P�o;e�t No. Walsh Ranch PA5 B-49 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72582° N while Drilling Not Observed 10-11-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58025° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 985.5 feet � O m a� a m LL-PL-PI � rn � CLAYEY GRAVEL (GC) - tan with weathered limestone fragments, sand and ferrous stains � 4.5+ � n / \ 20 � 5-11-50/3" 27 31-21-10 7 -1� 981.5 � LIMESTONE - tan 50/1" 50/'/2' 5 _ Z S _ Z � � 50/'/d' 50/<'/a" 10 � S s _ > Z ' � 972.5 ; SANDY FAT CLAY (CH) - tan with weathered limestone : � seams n / 4.5+ > ; 15 / s / � J "s /i / > �/ i � s /: ' � 966.5 , LIMESTONE - gray , ; 50//4' : 2Q � 965.5 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers C C 16 10 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.52 Log P�o;e�t No. Walsh Ranch PA5 B-50 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72583° N while Drilling Not Observed 9-16-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57965° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � c o ¢ � 0 N £ d � N F C N N> Vl � W �� a dd �ud �a Approximate Surface Elevation = 973.4 feet � O m a� a m LL-PL-PI � �%„- CLAYEY GRAVEL (GC) - tan with weathered limestone �� fragments and sand 971.4 WEATHERED LIMESTONE - tan 5 � 965.4 � FAT CLAY (CH) - tan // 10J/ J/ J/ J/ � �/ 15—�/ �/ �/ � - trace sand and gravel -� 20� 953.4 Boring Terminated at Appro�mately 20 Feet 50/1'/d' 50/1" 4.5+ 0 3 � 18 8 w � G N s °- � � � C N � w� C Q �' C O � �U 3.50 98 76-24-52 24 3.7 97 4.5+ 4.5+ 86 51-15-36 16 25 �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.�J3 Drilling Method: Continuous Flight Augers Log B-51 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Communit Latitude 32.72545° N While Drilling Longitude At Completion -97.57921 ° W End of Day Y and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 10-12-22 Not Observed Not Measured N Q � � � O � C j y a T a R Stratum Description � z o N � � °' y in w `° � Approximate Surface Elevation = 966.6 feet � O r. SANDY FAT CLAY (CH) - tan with weathered limestone fragments and trace gravel 962.6 WEATHERED LIMESTONE - tan 5 961.6 �/�LEAN CLAY (CL) - tan and gray with weathered /limestone seams, ferrous stains, and trace sand and / gravel �j �/ � 10 � �/ j � � 953.6 � FAT CLAY (CH) - tan with sand and shell seams // 15J/ J/ J/ J/ �/ 20� 946.6 Boring Terminated at Appro�mately 20 Feet �, R NE E N G E E R I N G o � � N y � a y N O s�£ V � y Z ..d. '— � � Cj p�� J O � =o Q N F C N y � ai a� a m LL-PL-PI 0 c d C O i o � o in y 0 � � 4.5+ 63 60-20-40 11 50/25" 50/26" 8-6-5 N=11 5-5-7 N=12 4 0 4.5+ 87 46-13-33 16 3.50 � 4.5+ 73 60-18-42 15 w o. w N s °- � � � C N C '� � C Q �' C O � �U Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Plate A.�J4 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-52 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.72582° N while Drilling Not Observed 10-12-22 Longitude At Completion Not Observed -97.57900° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 959.1 feet � O m a� a m LL-PL-PI � rn o � V �,� FAT CLAY (CH) - tan with gravel and trace sand 4.5+ 18 2.50 65 58-20-38 14 5.5 92 5 3.25 24 - tan with weathered limestone seams C �.' �!I�:�' ff �C f:i��t3 4.5+ 19 10 946.1 WEATHERED LIMESTONE - tan ; 1G ` ': � 943.1 '- LIMESTONE - gray s > S . _ > : Z > i � i : 2Q � 939.1 , Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 50/1" � 2 50/1" 50/'/4' 10 50/'/2' Plate A.55 Log P�o;e�t No. Walsh Ranch PA5 B-53 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72638° N while Drilling Not Observed 10-12-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57962° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 972.2 feet � O m a� a m LL-PL-PI � rn o � V �,� FAT CLAY (CH) - tan with gravel and trace sand 4.5+ 970.2 WEATHERED LIMESTONE - tan 5 50/1" 50/'/d' 964.2 LIMESTONE - tan � � 10 � S ' _ Z S _ � � 1� _ - gray , Z S _ Z - tan and gray � 2Q � 952.2 , Boring Terminated at Appro�mately 20 Feet 50/'/d' 50/'/z" 50/'/d' 50/3/d' 50/'/2' 50/'/4' � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA e : Drilling Method: Continuous Flight Augers Plate A.J6 Log P�o;e�t No. Walsh Ranch PA5 B-54 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.72637° N while Drilling Not Observed 10-12-22 Longitude At Completion Not Observed -97.57901 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 956.6 feet � O m a� a m LL-PL-PI � rn o � V ��- FAT CLAY (CH) / LEAN CLAY (CH) - tan with sand 4.5+ 13 2.50 77 50-16-34 18 5 3.00 19 2.00 13 - sandy and gravely 2.50 57 50-18-32 15 0.8 103 10 943.6 LIMESTONE - gray > � > ;' � 50/1" � 50/1" ; 1� � s � � "s i = > � i � s = i i � ; 50/1" � 936.6 50/'/4, 7 ; 2a Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA e : Drilling Method: Continuous Flight Augers Plate A.J7 Log P�o;e�t No. Walsh Ranch PA5 B-55 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72692° N while Drilling Not Observed 9-16-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57924° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 959.2 feet � O m a� a m LL-PL-PI � rn o � V � LEAN CLAY (CL) - tan with trace sand � 4.5+ j � 17 j4.5+ 8g 49-16-33 10 6.6 119 j 5 � 4.5+ / - tan weathered limestone seams � / 4.5+ � 951.2 LIMESTONE - gray � � 50/1" 50/1" 10 � S _ Z S _ � 50/1" 1 G 50/1" _ Z S _ Z � 50/'/4' 2Q 939.2 50/'/2' Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 10 if�a 15 10 10 Plate A.58 Log P�o;e�t No. Walsh Ranch PA5 B-56 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72748° N while Drilling Not Observed 8-29-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58053° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 991.1 feet � O m a� a m LL-PL-PI � rn � CLAYEY SAND (SC) - tan with gravel and ferrous stains 4-6-6 48 29-18-11 10 � N=12 �— 989.1 WEATHERED LIMESTONE - tan 987.1 � LIMESTONE - tan 50/'/2' 50/'/d' 5 _ Z S _ Z � � 50/'/a" 50/<'/a" 10 � S s _ > Z > S > _ > > � n � , 50/'/i' s 1 G 50/<'/4' : _ i —_ > S . _ i s � > i � i � � - 9raY 50/'/4' : 2p 971.1 50/'/2' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 9 8 7 17 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.59 Log P�o;e�t No. Walsh Ranch PA5 B-57 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72802° N while Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58119° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 974.4 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with trace sand � 3.50 / - weathered limestone fragments and trace sand � / 4.5+ j' 5 � 9-12-13 �i / \ N=25 ��j� _/� 10-11-15 N=26 j / 23 7 4 14 - j 4.5+ 85 39-13-26 11 10— j , -j : � > s � '- 1� i � : n � � 4.5+ > � ; 15 j : � i � i � > / : � i s /: / ' - ��y�/ u955.4 L CLAYEY GRAVEL (GC) - gray � w � G N s °- � � � C N � w� C Q �' C O � �U � � 54.4 19-50/4" 33 54-17-37 8 ; 2a Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers Plate A.60 Log P�o;e�t No. Walsh Ranch PA5 B-58 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72857° N While Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58120° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 965.3 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with gravel and trace sand � - / 4-4-5 � N-9 / ��^ �/ %% V 11-11-12 �/\ N=23 / \ � 5 10 11 13 24 12 %% / \ N=24 67 46-17-29 11 ��j— _/� � 11-12-17 N=29 957.3 � FAT CLAY (CH) - tan and gray with trace sand and gravel // 4.5+ 10J/ J/ s � L > f � 1 / 1 � ) m 20 n / 4.5+ 86 57-21-36 17 > ; 15 / s �� "s / > � = -�i � / - gray, shaley s _ /� i > 12-50/6" : 2p� 45.3 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 16 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.61 Log P�o;e�t No. Walsh Ranch PA5 B-59 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.72913° N while Drilling Not Observed 8-26-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58120° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 949.4 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with sand and trace gravel � - / 5-4-6 � N-10 ��^ �/ %% V 8-9-10 �/\ N=19 / \ � 5 %% / \ 5-5-10 � N=15 _/ j 13-14-17 �N=31 / / 20 13 20 22 -� 4.00 77 45-12-33 15 10— j : j : � > s / '- 1� ; �— n � - gray with sand and trace gravel, shaley 31N369 � 72 40-12-28 10 ; 15� j� : � i � i �> > / 931.4 � � LIMESTONE - gray i � i ; � 50/1'/4' : 2Q 929.4 50/'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers C w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.62 Log P�o;e�t No. Walsh Ranch PA5 B-60 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73023° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58182° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 955.4 feet � O m a� a m LL-PL-PI � rn ��j LEAN CLAY (CL) - tan with sand, trace gravel, and �ferrous stains 13-14-20 6 � � N=34 � �12-11-16 72 43-17-26 9 /— N=27 / 950.9 / FAT CLAY (CH) - tan with trace sand and gravel 5 13-9-8 / N=17 ��/ J /— / 11-22-38 � N=60 _/ , 7 23 1.50 81 53-18-35 21 10 / �/ s � L /> f /1 / / > � 941.4 ' LIMESTONE - tan , n � , 50/1 /4' > 1 G 50/'/d' : _ i � i > � . � i : Z - gray > i � i ; � 50/1" : 2Q 935.4 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 10 0 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.63 Log P�o;e�t No. Walsh Ranch PA5 B-61 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73077° N while Drilling Not Observed 8-18-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58247° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 974.4 feet � O m a� a m LL-PL-PI � rn o � V ��,�` CLAYEY SAND (SC) / LEAN CLAY (CL) - dark brown C j - tan, chalky with gravel 5- 10- 965.9 FAT CLAY (CH) - tan and gray with trace sand and ferrous stains 6-5-10 N=15 4.5+ 4.5+ 3 N7 4.5+ 50 50-18-32 5 0.0 104 4.5+ 4.5+ 91 54-16-38 14 J J � � � / 15� � 9raY �/ � 956.4 LIMESTONE - gray � 2Q � 954.4 , Boring Terminated at Appro�mately 20 Feet 50/<'/4' 50/<'/4' 9 25 m � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA CA : Drilling Method: Continuous Flight Augers Plate A. V�+ Log P�o;e�t No. Walsh Ranch PA5 B-62 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73077° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58314° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 977.6 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - dark brown with calcareous nodules 3-12-16 / N=28 � - tan with weathered limestone fragments �r - silty with calcareous nodules and ferrous stains V 9-10-12 / /\ N=22 � // 5 �/ 4.5+ � - tan and gray with trace sand and gravel � 5 9 9 / 4.5+ 90 51-14-37 16 �/ - � 4.5+ 10— � _� s / L - /> f /1 ' - �: n / 4.5+ > ; 15— � ' - /: i / � / - gray, silty with trace sand and gravel ; _� : : -�— ' 13 14 45 12 � w � G N s °- � � � C N � w� C Q �' C O � �U 113 7,200 ; / N=59 88 52-15-37 14 : 2p � 957.6 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers Plate A.65 Log P�o;e�t No. Walsh Ranch PA5 B-63 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73132° N while Drilling Not Observed 8-18-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58315° W End of Day Not Measured ' o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 958.2 feet � O m a� a m LL-PL-PI � rn o � V � CLAYEY GRAVEL (GC) - dark brown 3-10-8 10 N=18 p� - tan with weathered limestone fragments - sandy with ferrous stains 5-8-20 N=28 7 4..5 36 42-13-29 6 2.1 115 ��950.2 � LEAN CLAY (CL) - tan and gray with sand j_ - tan siltstone seam 10 j j � � � ' 15� j �- gray j _j , � 939.2 LIMESTONE - gray 2Q � 938.2 , Boring Terminated at Appro�mately 20 Feet 4.5+ 15-27-50/4" 4.5+ 77 33-13-20 8 50/'/4' 50/<'/4' ifl 16 16 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA C : Drilling Method: Continuous Flight Augers Plate A. V6 Log P�o;e�t No. Walsh Ranch PA5 B-64 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73133° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed -97.58240° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 963.6 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - dark brown with calcareous nodules - tan with ferrous stains and trace sand 4'5+ $ 4.5+ g2 59-17-42 11 2.9 103 E 958.6 - Shelby tube refusal WEATHERED LIMESTONE - tan 4.5+ 4 � 952.6 LIMESTONE - gray 17-50/4" 3 50/1" 7 : S > i = > _ � i > i � > ;' � 50/'/d' 6 50/<'/4' ; 1G � s � � "s i Z > � i � s = i i � ; 50/<'/4' � 943.6 50/<'/4 � 9 ; 2a Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA C : Drilling Method: Continuous Flight Augers Plate A. V7 Log P�o;e�t No. Walsh Ranch PA5 B-65 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73133° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed -97.58234° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d � d d N'a N j N y V� � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 963.6 feet � O m a� a m LL-PL-PI � rn o � V �,� FAT CLAY (CH) - dark brown with calcareous nodules 4.5+ 3 - tan, silty with ferrous stains and calcareous deposits 4.5+ 10 5 4.5+ 9 - tan and gray with gravel and trace sand C �.' �f �' f�i B�t��!i� �i [I�7 % - weathered limestone seam 10— - reddish tan _� _� � 950.6 LIMESTONE - gray � � 1G � S _ 946.6 — SHALE - gray 2Q � 943.6 Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 17-40-27 12 N=67 50/'/d' 50/'/d, 11 50/2'/2' 15 50/1" Plate A.68 Log P�o;e�t No. Walsh Ranch PA5 B-66 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73078° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58186° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 965.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan and gray with trace sand and gravel 13-7-8 g6 54-17-37 9 / N=15 � - ferrous stains and calcareous deposits �V 8-11-14 / /\ N=25 � J / 7-24-27 5 �� N=51 � / 21-17-23 �% N=40 � / — —/ 12-19-16 N=35 10— / - —� > / L - /> > � 952.3 ; � CLAYEY SAND (SC) - tan with ferrous stains > m 14 15 14 n �� 3.50 47 49-14-35 10 > ; 15 � s � "s � i �> s �� : %I•�/, s �j s � 3.25 : 2p� 945.3 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers +��s3 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.69 Log P�o;e�t No. Walsh Ranch PA5 B-67 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73132° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58184° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 964.8 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with ferrous stains 5-3-4 / N=7 � �V 15-22-23 / /\ N=45 � J � - tan and gray, blocky 14-13-11 5 / N=24 �^/ /�� y� 50/6,� �/�! � � � C 9 iPa 19 w � G N s °- � � � C N � w� C Q �' C O � �U -/ 4.5+ 93 51-14-37 20 1.4 97 10— � _� ' / - gray, shaley i _� ' /— > > ' 18-27-42 n > N=69 ; 15—�— s /� s / > / > / 946.8 � � _ SHALE - gray i — i > x,, 50/2" : 2p —/ "�44.8 , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 12 10 Plate A.70 Log P�o;e�t No. Walsh Ranch PA5 B-68 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73187° N while Drilling Not Observed 8-18-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58184° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 949.2 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with sand, gravel, and ferrous stains 7-8-11 62 55-15-40 6 / N=19 J — � 13-10-7 / N=17 � E � 943.2 GRAVELLY FAT CLAY (CH) - gray with sand - weathered limestone seams 937.2 LIMESTONE - gray S _ � � 1G _ , Z S _ Z � 2Q � 929.2 , Boring Terminated at Appro�mately 20 Feet 5-5-5 N=10 4-8-50/4" 5-27-50/2'/<" 50/1" 50/<'/4' 50/'/2' 50/<'/4' 55 63-18-45 13 C 13 20 7 7 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA .1 : Drilling Method: Continuous Flight Augers Plate A.% 1 Log P�o;e�t No. Walsh Ranch PA5 B-69 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73241 ° N while Drilling Not Observed 9-21-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58183° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 927.3 feet � O m a� a m LL-PL-PI � rn o � V � LEAN CLAY (CL) - dark brown � 4.5+ / - tan with sand and weathered limestone fragments � 12 j4.5+ 72 49-16-33 10 4.5 119 j 5 � 4.5+ j � 4.5+ � —/ - Shelby tube refusal at weathered limestone seam %� / 33-25-33 N=58 1� / 17.3 WEATHERED LIMESTONE - tan 916.3 LIMESTONE - gray S _ Z � � 50/<'/4' 50/<'/4' 1G � S _ Z S _ � 50/<'/4' 2Q � 907.3 50/<'/4' Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 15 `r� 5 4 7 Plate A.72 Log P�o;e�t No. Walsh Ranch PA5 B-70 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73297° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed -97.58118° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 918.1 feet � O m a� a m LL-PL-PI � rn o � V �� SILTY GRAVEL (GM) - tan 4.5+ 21 4.5+ 16 5 4.5+ g 56-19-37 2 6.7 108 4.5+ 13 118 12,800 910.1 LEAN CLAY (CL) - tan with sand and gravel j 10 � j � � 905.1 LIMESTONE - gray � � 1G � S _ Z S _ � 2Q � 898.1 Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 4.5+ 61 30-15-15 9 50/'/i' 50/'/d, 6 50/'/4' 5 50/<'/4' Plate A.73 Log P�o;e�t No. Walsh Ranch PA5 B-71 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73240° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58119° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 930.6 feet � O m a� a m LL-PL-PI � rn �LEAN CLAY (CL) - dark brown with weathered limestone /fragments, sand and trace gravel � 4.5+ 67 46-18-28 13 j � -tan j 4.5+ /' - Shelby tube refusal at weathered limestone seam /i�� 14-10-10 5 � j N=20 �� 8-8-10 �� N=18 �/ j - sandy -� 8 9 �V 10-10-13 79 47-18-29 3 /� \ N=23 10— /� / > / 918.6 L ' WEATHERED LIMESTONE - tan > 917.6 � LIMESTONE - gray > > � > " � 50/3/d' '' 50/'/d' ; 1G � s � � "s i = > � i � s = i i � ; 50/<'/4' : 2Q � 910.6 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 7 5 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.74 Log P�o;e�t No. Walsh Ranch PA5 8-72 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73187° N while Drilling Not Observed 8-18-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58120° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 953.6 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - dark brown � 4.5+ �- tan with ferrous stains / � � 9-10-10 � N=20 5 � 4.5+ �_ -'�� 19-50/6" �- sandy -� 8 13 15 ib7 �V 35-23-19 g0 43-12-31 14 N=42 10—/�\ j > / 941.6 ' � FAT CLAY (CH) - gray, shaley i / '- J/ : � ' /� " 13-22-50/4" 96 60-21-39 18 > ; 15 � ': � 937.6 '- LIMESTONE - gray s > S . _ > : Z > i � i ; � 50/'/4' : 2Q 933.6 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 9 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.75 Log P�o;e�t No. Walsh Ranch PA5 B-73 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73132° N while Drilling Not Observed 10-12-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58119° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 963.6 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with sand and gravel � 4.5+ j/— �" 21 � 10 � 8-14- 70 46-29-17 8 � N=35 �� - tan and gray with weathered limestone fragments, 5 / sand and gravel �/31-50/6" �57.6 FAT CLAY (CH) - tan and gray with trace gravel � —, � - weathered limestone seam with shell fossils 50/6" �- trace gravel / 3.50 93 86-18-68 10—�/ �/ s � L > f �1 1 � : n / 4.5+ > / ; 15�/ s /� s / i / > / i / s /: ' � 944.6 , LIMESTONE - gray , ; 50/1 /4' : 2Q � 943.6 50/1„ , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 0 13 17 9 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.76 Log P�o;e�t No. Walsh Ranch PA5 B-74 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73078° N while Drilling Not Observed 10-12-22 Longitude At Completion Not Observed 4.5+ -97.58119° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 955.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 4.5+ 5 - tan and gray with weathered limestone seams �' 10 / _� _� / - weathered limestone seam with shell fossils , -� 15— � _� � 938.3 LIMESTONE - gray S _ � 2Q � 935.3 Boring Terminated at Appro�mately 20 Feet 11-30-50/4" 35-46-30 N=76 50/1'/4' 50/'/4' R NE E N G E E R I N G 12 N7 4.5+ 86 71-23-48 13 4.5+ 22 0 w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.%7 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-75 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73023° N while Drilling Not Observed 8-19-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58119° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 944.8 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand / 5-8-18 N=26 42.8 WEATHERED LIMESTONE - tan x 50/6" / � 5 939.8 � LIMESTONE - tan 50/'/2' 50/<'/4' _ Z S _ � 50/'/a" �� 934,8 - drill rig broken down 50/<'/d' Boring Terminated at Appro�mately 10 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.%8 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-76 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73022° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58054° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 935.1 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 933.1 WEATHERED LIMESTONE - tan 33-50/2'/2' 931.1 � LIMESTONE - tan 50�3�4 � 50/'/2' 5 _ Z S _ Z � � 50/'/z" 50/<'/a" 10 � S s _ > Z > S > _ > > � n � , 50/'/i' > 1 y 50/'/d' : _ '- J= - gray > S . _ > : Z > i � i ; � 50/'/4' : 2p 915.1 50/'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.%9 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 8-77 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73077° N While Drilling Not Observed 8-27-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58055° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 946.2 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 4.5+ 5 - tan and gray 941.2 WEATHERED LIMESTONE - tan 938.2 LIMESTONE - tan � � 10 � S ' _ Z - gray S _ � � 1� _ , Z S _ Z � 2Q � 926.2 , Boring Terminated at Appro�mately 20 Feet 7-6-6 N=12 4.5+ 50/'/z" 50/'/z" 50/'/d' 50/<'/4' 50/'/4' 50/<'/4' � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA o : Drilling Method: Continuous Flight Augers Plate A.vO Log P�o;e�t No. Walsh Ranch PA5 B-7$ 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73130° N while Drilling Not Observed 8-27-22 Longitude At Completion Not Observed -97.58054° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y w�� Stratum Description � z � o== o Q J ; o �� o r _ oa � (n E � d� N'a •N > N y = C> E � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 954.8 feet � O m a� a m LL-PL-PI � rn o � V � CLAYEY GRAVEL (GC) - tan with trace sand 4.5+ 25 59-21-38 8 952.8 FAT CLAY (CH) - tan and gray with trace sand 4.5+ 15 4.5+ 93 64-19-45 11 5.2 103 4.5+ 13 4.5+ 25 � 941.8 WEATHERED LIMESTONE - tan > 1 G 939.8 s � LIMESTONE - tan � � "s i Z > � i � s = i i � : 2Q � 934.8 , Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers 50/1" 50/3/d, 12 50/'/2' $ 50/'/4' Plate A.81 Log P�o;e�t No. Walsh Ranch PA5 B-79 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73188° N while Drilling Not Observed 10-12-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58055° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 953.6 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand and gravel 4.5+ 6 4.5+ 86 70-15-55 11 3.7 105 5 945.6 WEATHERED LIMESTONE - tan 10 �� ' � 938.6 �" LIMESTONE - gray S _ Z S _ � 2Q � 933.6 , Boring Terminated at Appro�mately 20 Feet 14-11-19 N=30 50/6" 50/4" 50/3" 50/'/2' 50/'/4' 4.5+ 8 15 8 m 9 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA O : Drilling Method: Continuous Flight Augers Plate A.v2 Log P�o;e�t No. Walsh Ranch PA5 B-80 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73240° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.58054° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 936.0 feet � O m a� a m LL-PL-PI � rn \ / WEATHERED LIMESTONE - tan �x� 50/2" 932.0 � LIMESTONE - tan 50/<'/4' 50/<'/4' 5 _ Z S _ Z � � 50/<Ya' 50/<'/a" 10 � S s _ ' Z - gray > � > _ > > � n � , 50/<'/4' s 1 G 50/<'/4' : _ i —_ > S . _ i s � > i � i ; � 50/'/4' : 2p 916.0 50/'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.83 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-81 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73297° N while Drilling Not Observed 9-21-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.58054° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o r _ oa � (n E � d� N'a •N > N y = C> E � � W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 915.4 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand and gravel 4.5+ 15 4.5+ 87 54-22-32 14 5.2 106 5 �� 906.4 � LIMESTONE - tan 10 _ Z S _ Z - gray � � � 1� � S _ Z S _ � 2Q � 895.4 , Boring Terminated at Appro�mately 20 Feet 38-18-22 N=40 50/'/d' 50/'/z" 50/'/d' 50/<'/4' 50/<'/4' 50/<'/4' 4.5+ 5 7 7 5 7 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA OA : Drilling Method: Continuous Flight Augers Plate A.v�+ Log P�o;e�t No. Walsh Ranch PA5 B-$2 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73296° N while Drilling Not Observed 9-21-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57991 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 912.3 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with weathered limestone fragments and trace sand 5 10 899.3 LIMESTONE - gray > � > n � ; 1� � s � � "s i = > � i � s = i i � : 2Q � 892.3 , Boring Terminated at Appro�mately 20 Feet 50/'/i' 50/'/d' 50/'/4' 50/<'/4' 4.5+ 4.5+ 20 13 4.5+ 88 51-17-34 13 0.2 99 4.5+ 4.5+ 8g 52-17-35 18 14 C 7 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA Oe : Drilling Method: Continuous Flight Augers Plate A.vJ Log P�o;e�t No. Walsh Ranch PA5 B-83 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73241 ° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed R NE E N G E E R I N G -g7•579g2° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 935.2 feet � O m a� a m LL-PL-PI � rn �� GRAVEL - tan with weathered limestone fragments J� 4.5+ 3 37-18-19 3 �� i J� � 28-43-44 N=87 �i � 931.2 � LIMESTONE - tan 5 � � 50/'/d' 50/'/d' � S _ - gray Z � � 50/'/z" 50/<'/a" 10 � S s _ > Z > S > _ > > � n � , 50/'/d' > 1 G 50/'/d' : _ i —_ > S . _ i s � > i � i ; � 50/'/2' : 2p 915.2 50/<'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.86 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-84 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73186° N while Drilling Not Observed 9-22-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57990° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 949.0 feet � O m a� a m LL-PL-PI � rn o � V �%„- CLAYEY GRAVEL (GC) - tan with weathered limestone �� fragments and sand 5 942.0 FAT CLAY (CH) - tan and red �J � J // 10—�/ � 938.0 LIMESTONE - tan S _ Z � � � 1G � S ' = gray Z S _ � 2Q � 929.0 , Boring Terminated at Appro�mately 20 Feet 13-21-17 N=38 50/'/d' 50/'/d' 50/'/2' 50/'/4' 4.5+ 4.5+ 4.5+ 43 30-17-13 5 m � 5 3.50 97 72-29-43 25 1.1 93 8 7 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA O : Drilling Method: Continuous Flight Augers Plate A.v7 Log P�o;e�t No. Walsh Ranch PA5 B-85 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73131 ° N while Drilling Not Observed 9-22-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57990° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 946.4 feet � O m a� a m LL-PL-PI � rn � CLAYEY GRAVEL (GC) - tan with sand � 4.5+ � � 15 � 4.5+ 33 29-10-19 6 0.0 102 � 5 � 4.5+ 940.4 LEAN CLAY (CL) - tan with sand � 8 �— 36-50/2" 80 34-16-18 9 / � 937.4 � LIMESTONE - tan 50/'/i' 50/'/a" 10 _ Z s SL > T f 1 1 _ � 1 ) ) � ) " � 50/'/d' '' 50/'/d' ; 1G � s � � "s i = � Z - tan and gray > � : _ i i � ; 50/'/4' : 2Q � 926.4 50/'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers C 7 C w � G N s °- � � � C N � w� C Q �' C O � �U 114 9,200 Plate A.88 Log P�o;e�t No. Walsh Ranch PA5 B-86 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73079° N while Drilling Not Observed 10-14-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57991 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 940.5 feet � O m a� a m LL-PL-PI � rn o � V � FAT CLAY (CH) - tan with sand and weathered limestone fragments 4.5+ 80 54-21-33 9 938.5 WEATHERED LIMESTONE - tan 5 10 1 y � � 925.5 � LIMESTONE - gray S _ Z S _ � 2Q � 920.5 , Boring Terminated at Appro�mately 20 Feet 28-29-50/5" 50/'/d' 50/'/2' 50/1'/z' 50/'/z" 50/2" 50/'/d' 50/'/2' 50/'/4' � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA OA : Drilling Method: Continuous Flight Augers Plate A.v.7 Log P�o;e�t No. Walsh Ranch PA5 B-$7 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73079° N while Drilling Not Observed 10-14-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57924° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 929.0 feet � O m a� a m LL-PL-PI � rn �a` GRAVELLY CLAYEY SAND (SC) - tan with weathered �' limestone fragments �� 4.5+ %. • � 8 � 4.5+ 43 41-21-20 6 � 18-19-23 5 � N=42 � �,— �y'� 18-20-26 � N=46 � � 6 12 ..�!� 17-19-27 49 29-16-13 9 � N=46 10 � 919.0 WEATHERED LIMESTONE - tan with clay layers s L > > 916.0 � LIMESTONE - tan > > � > ;' � 50/'/d' 50/<'/4' ; 1G � s � � "s i = > � i � s = i i � ; 50/<'/4' : 2Q � 909.0 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 9 C w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.90 Log P�o;e�t No. Walsh Ranch PA5 B-$$ 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73132° N while Drilling Not Observed 10-14-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57925° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 936.6 feet � O m a� a m LL-PL-PI � rn ��'�` CLAYEY SAND (SC) - tan with weathered limestone fragments and gravel 6 WEATHERED LIMESTONE - tan with clay layers 5 6 LIMESTONE - tan � � 10 � S _ Z S _ - gray , � 1� _ Z S _ Z � 2Q � 916.6 Boring Terminated at Appro�mately 20 Feet 40-21-20 N=41 50/2'/z' 50/'/d' 50/'/d' 50/'/z" 50/'/i' 50/<'/4' 50/'/4' 50/<'/4' w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA .1 Drilling Method: Continuous Flight Augers Plate A.9 1 Log P�o;e�t No. Walsh Ranch PA5 B-$9 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73186° N while Drilling Not Observed 10-13-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57925° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 940.5 feet � O m a� a m LL-PL-PI � rn � LEAN CLAY (CL) - tan with sand � 4.5+ 86 47-21-26 7 � 938.5 WEATHERED LIMESTONE - tan x 16-50/3" / � 936.5 � LIMESTONE - tan 50/'/d' 50/<'/4' 5 _ Z S _ Z � � 50/'/a" 50/<'/a" 10 � S s _ > Z > S > _ > > � ;' � 50/'/i' s 1 � 50/<'/4' : _ i —_ > S • _ - gray > : Z > i � i ; � 50/1'/2' : 2p 920.5 50/'/2' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.92 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-90 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73241 ° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57925° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 928.2 feet � O m a� a m LL-PL-PI � rn � SANDY CLAYEY GRAVEL (GC) - tan with weathered limestone fragments and ferrous stains � 4.5+ 38 38-19-19 4 � � 4.5+ 924.2 WEATHERED LIMESTONE - tan 5 \ / � � 50/2" 919.2 � LIMESTONE - tan 50�3�4 � 50/'/z" 10 _ Z - gray s SL > T f 1 1 _ � 1 ) ) � ) ;' � 50/<'/4' 50/<'/4' ; 1G � s � � "s i = > � i � s = i i � ; 50/<'/4' : 2Q � 908.2 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 9 C 10 C 7 w � G N s °- � � � C N � w� C Q �' C O � �U Plate A.93 Log P�o;e�t No. Walsh Ranch PA5 B-91 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73297° N while Drilling Not Observed 9-21-22 Longitude At Completion Not Observed -97.57925° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 910.6 feet � O m a� a m LL-PL-PI � rn o � V �� SANDY LEAN CLAY (CL) - tan with weathered � limestone fragments 900.6 WEATHERED LIMESTONE - tan 898.1 LIMESTONE - tan 4.5+ 18 4.5+ 65 37-16-21 9 0.1 98 4.5+ 8 4.5+ 9 4.5+ 6 > _ > > —_— ;' _ � 50/'/i' 9 50/<'/4' ; 15—=— s � s —_ s = > . _ � —_ : : _ s i ; _� 50/<�/;' 6 : 20 T 890.6 50/<'/4' , Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA A : Drilling Method: Continuous Flight Augers Plate A.9�F Log P�o;e�t No. Walsh Ranch PA5 8-92 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73241 ° N while Drilling Not Observed 10-10-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57862° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 920.3 feet � O m a� a m LL-PL-PI � rn � SANDY LEAN CLAY (CL) - tan with weathered 919.3 limestone fragments 4•5+ WEATHERED LIMESTONE - tan with clay seams y� 50/1" � � 916.3 � LIMESTONE - tan 50/1" 50/'/d' 5 _ Z S _ Z � � 50/'/d' 50/'/z" 10 � S s _ ' Z - gray > � > _ > > � n � , 50/'/d' S 1 � 50/'/d' : _ i —_ > S . _ i s � > i � i ; � 50/'/4' : 2p 900.3 50/'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.9�'J Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-93 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73186° N while Drilling Not Observed 10-7-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57861 ° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J � � � = o ¢ � 0 N £ d � N F C N N> N � W �� a dd �ud �a Approximate Surface Elevation = 926.5 feet � O m a� a m LL-PL-PI � � SANDY LEAN CLAY (CL) - tan with weathered � limestone fragments 4•5+ 925.5 WEATHERED LIMESTONE - tan with clay seams 5 918.5 LIMESTONE - gray with shell seams � � 10 � S _ Z S _ , � 1G _ Z S _ Z � 2Q � 906.5 Boring Terminated at Appro�mately 20 Feet 20-50/2" 50/'/z" 50/<'/a" 50/'/d' 50/'/d' 50/'/2' 50/'/4' 0 3 � w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.96 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 B-94 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73132° N while Drilling Not Observed 10-7-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57861 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y w�� Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 923.6 feet � O m a� a m LL-PL-PI � rn o � V � LEAN CLAY (CL) - tan with sand and trace gravel 8-6-4 17 N=10 4.5+ 73 39-21-18 13 915.6 SANDY FAT CLAY (CH) - tan with trace gravel 4.5+ 4.5+ m `r� 4.5+ 75 57-18-39 14 0.0 107 � 910.6 WEATHERED LIMESTONE - tan 908.6 LIMESTONE - tan r � i i Z > � i � : _ - gray s i � : 2Q � 903.6 , Boring Terminated at Appro�mately 20 Feet 50/1'/4' 50/'/z' 50/'/2' 50/'/4' 9 9 � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers Plate A.97 Log P�o;e�t No. Walsh Ranch PA5 B-95 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73078° N while Drilling Not Observed 10-7-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57858° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � � c o ¢ � _ 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 915.6 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 16 w � G N s °- � � � C N � w� C Q �' C O � �U 4.5+ 73 55-19-36 11 3.5 100 911.6 �' SANDY LEAN CLAY (CL) - tan with weathered %� limestone fragments and trace gravel 17-20-25 5 � /\ N=45 � � j 4.5+ � � / 4.5+ 10 � = j > � L > f � 1 � 1 / ) �) 10 ►�a 8 n -� 4.5+ 65 28-12-16 14 > ; 15— � � s �; � 898.6 LIMESTONE - gray > � : : _ s i � ; 50/'/4' : 2Q � 895.6 50/<'/4' , Boring Terminated at Appro�mately 20 Feet �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Drilling Method: Continuous Flight Augers 10 Plate A.98 Log P�o;e�t No. Walsh Ranch PA5 B-96 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73131 ° N while Drilling Not Observed 10-6-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57794° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� �� Q i„ ci �y z w. w�� Stratum Description � z � o== o Q J ; o 0 N £ d � N F C N y> N d � W �� a dd �u�' �a 3 Approximate Surface Elevation = 913.3 feet � O m a� a m LL-PL-PI � rn � FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 911.3 WEATHERED LIMESTONE - tan 909.3 LIMESTONE - tan 5 � � 50/'/d' 50/'/d' � S _ Z � � 50/'/d' 50/'/z" 10 � S s _ > Z > S > _ > > � n � , 50/'/d' > 1 G 50/'/d' : _ i —_ > S . _ i s � > i � i ; � 50/'/4' : 2p 893.3 50/'/4' , Boring Terminated at Appro�mately 20 Feet w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.99 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 8-97 22-26749 Southwest of The Walsh Ranch Community % Boring Location and I-2� � N E FAPf WAPfI'1� TPxaC E N G E E R I N G Latitude Water Level Observations (feet) Date 32.73187° N while Drilling Not Observed 10-6-22 Longitude At Completion Not Observed -97.57795° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O � � O i y �..% C y Z �.� � � y a N£ �R Stratum Description � z o o== o Q J ; o �� Q d > d� �-� 'y; N d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 914.1 feet � O m a� a m LL-PL-PI � rn o � V �,� FAT CLAY (CH) - tan with sand and trace gravel 4.5+ 9 912.1 LEAN CLAY (CL) - tan with sand, gravel, and weathered limestone seams 4.5+ 9 E 4.5+ 12 4.5+ 22 4.5+ 60 47-16-31 15 0.0 113 � 902.1 LIMESTONE - gray > � i = i > � n � , 50/'/d' 8 > 1 G 50/'/z' : _ i � i > � . � i s � > i � i ; � 50/'/d' 9 : 2Q 894.1 50/'/4' , Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers Plate A. � �0 Log B-98 Boring Location P�°;e°t "°. Walsh Ranch PA5 22-26749 Southwest of The Walsh Ranch Community and I-20 Fnrt Wnrth_ TPxac Water Level Observations (feet) �' Date Not Observed 10-6-22 Not Observed Not Measured Latitude 32.73241 ° N while Drilling Longitude At Completion -97.57796° W End of Day Q �' � � ~ O L y c. £, a m 0 N £ d in w � J J J �5 r / 900.3 �/ � 898.3 � 10 � � � � � 15—'� �%/ � —� / _� 20� 886.3 Stratum Description Approximate Surface Elevation = 906.3 feet FAT CLAY (CH) - tan with sand and trace gravel R NE E N G E E R I N G o � y � N d w N y p a y N O s�£ i y �..% y Z � .� N fp F � pj � J J � � o = _, Q y d � N'a �y N N F C 16 y� � O ai a� a m LL-PL-PI 4.5+ - weathered limestone seam SANDY LEAN CLAY (CL) - tan with weathered limestone seams 50/'/d' 50/'/d' 0 c d C O U d , � _ in y 0 � � 3.00 66 31-15-16 14 3.00 3.00 Boring Terminated at Appro�mately 20 Feet w o. w N s °- � � � C N � w� C Q �' C O � �U Material boundaries are approximate; in situ, transitions maY be pradual. Driller: CoreCo USA Plate A.101 Drilling Method: Continuous Flight Augers Log P�o;e�t No. Walsh Ranch PA5 8-99 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73242° N while Drilling Not Observed 10-6-22 Longitude At Com letion Not Observed R NE E N G E E R I N G P ,� -97.57731 ° W End of Day Not Measured ° o- N = a o � ;; s Q �+ N d N y w C � C �' T Gl p a y N O �•£ U �G> -a O O � C i y �..% y Z �.� � Q: y w�� ° Stratum Description � z � o== o Q J ; o �� o _ oQ d N�> d� d� •�,; � d � �� W f0� a a�i a16i � d a 3 �' c o Approximate Surface Elevation = 902.5 feet � O m a� a m LL-PL-PI � rn o � V T� FILL / LEAN CLAY (CL) - tan with broken limestone, �%�� / sand, and gravel 19-24-36 N=60 3.00 56 34-14-20 10 0.50 4.5+ 3.50 4.5+ 887.5 FAT CLAY (CH) - dark brown - tan with trace sand 4.5+ 93 65-19-46 22 882.5 Boring Terminated at Appro�mately 20 Feet � Material boundaries are approximate; in situ, transitions maY be pradual. ; Driller: CoreCo USA : Drilling Method: Continuous Flight Augers Plate A. � �2 Log P�o;e�t No. Walsh Ranch PA5 B-100 22-26749 Southwest of The Walsh Ranch Community Boring Location and I-2� Fnrt Wnrth_ TPxac Latitude Water Level Observations (feet) �' Date 32.73187° N while Drilling Not Observed 10-6-22 Longitude At Completion Not Observed R NE E N G E E R I N G -97.57731 ° W End of Day Not Measured ° O = o � ;; Q �+ N 41 N y w C � >, d o a d y o s'E c.°� Y w � � ° Stratum Description � �z � o � _ � ` J �' � � c o ¢ � 0 N £ d � N F C N N> Vl � W �� a dd �ud �a Approximate Surface Elevation = 907.5 feet � O m a� a m LL-PL-PI � T:� FILL / SANDY LEAN CLAY (CL) - tan with gravel and �i�.� broken limestone 4•5+ E 50/2'/d' 50/2" C �.' �.' �i tc��i [ �►�i �] 1.50 � 897.5 FAT CLAY (CH) - tan with sand // J/ J/ � J/ 15—�/ �/ �/ �/ -� 20� 887.5 Boring Terminated at Appro�mately 20 Feet 3.00 4.5+ 76 58-28-30 23 0 3 � w � G N s °- � � � C N � w� C Q �' C O � �U �� Material boundaries are approximate; in situ, transitions maY be pradual. Driller. CoreCo USA Plate A.103 Drilling Method: Continuous Flight Augers