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Home My WebLink AboutContract 58694�� CONTRACT Fox CSC No. 58694 THE C011TSTRUCTIQN OF �Q23 CONCRETE RE�TORATION C�I�TRACT 3 AT VAR�OUS LOCATZON� City Prnject No.104182 Mattie Parker Mayor Davxd Cooke City Manager Lauren Prieur Interim Directar, Transportation and Public Works Department Prepared for The Ci�y af Fort Worth TRAIrI�PORTATi01� AND PUBLIC W4RKS �02� � �� Standard Construction Specif�cation Documents Adapted 5eptember 2011 p0 ODDe � STANDARD CONSTRUCTION SPECIFICATIDN DOCiIMGIVT�y_� Page 1 of '4� ; S�CifOR� 00 DU DO TABLE OF C�NTENTS Division QO - General Canditions I oa os 10 I nn n� � {l0 l I 13 I �o zi l� � 00 35 13 Op 41 00 QO 42 43 00 43 13 � 00 43 37 � e�� QO 45 12 Inn� � 04 45 26 Qa 45 40 oa s� 43 QO 61 i3 QO 61 14 � 00 61 19 � 00 61 2S � 00 72 OD � 04 73 OQ Mayor and Council Co�ununication �0�c� ____ Invitation ta Bidders Instt�uctions to Bidders Conflict of Interest Statement Bid Form P�•oposal Form Unit Price I3id Bond Last Revis �.� o��o��2a� z n-rrn� y i�� 07I191202 � 1 z�oz�zo� � 02/24/202 ��`� Q9130/202 �Y`' O1120/201 � 09/ 11/201 ? Vendox Compli�ice to State Law Nonresident Bidder Ob/271201 �`� �� I'requalification Sta�ement 49I3D/2021 +l�ri .� � 1S�k61? n Q I 7��- $�t�kE&° ��1` Contractor Gam}aliance with �,Vorkers' Compe��sation Law 07/01/2011 Business Equity Goal 1Q�27�2�21~- Agre�ment Ferforrna��ce Bond Fayment Bond Maintenance Band Certificate of Insurance General Conditions Supplernentary Conditions Divisian Q1- General Requirements Q1 11 00 � Sumrnaty of Worlc D 1 25 DO Su�stitution Procedures O1 31 I9 Preconstruction Meeting 01 31 20 Praject Meetings O1 32 16 Cans�ruction Scl�eduie , 01 32 33 1'reconstruction Video � 01 33 00 O1 35 13 01 �5 23 Q1 SO 00 � O1 55 26 � 01 57 13 � O1 58 13 � O1 60 00 v-1--Vtl'vv 41 70 QO 017123 � Q 1 74 23 � O1 77 19 � 01 78 23 � O1 78 39 Submittals _ Special Project Prncedures _ _ Testin� and Inspection Services Tempt�r�.ry �'acilities and Contrals Street Use Permit and Modifications to Traf`fic Cantrol 5torm Water Pollution Pre�ention FIan T�rnporary Project Si�nage 1'roduct Requirements U�� o .�,.J A.�.,.71:rsrr A_v�ca:.,•�,i�v �n M�bilization and Remo6iliza�ion Construction Stakittg and Survey CIeaning . , Clos�out Requireraents Operatioil and Mai�tenance Data ProjectRecord Documents 0��22�2azz 07l(l 112� 11 Q7/O1/201 I 07/0I/2Q1 1 07/01/201 I 08/23/2021 03/09/2020 Last Revise� 12/20/2012 ` Q71QI/2Q11 � OS/�7/2412 — 07/01/2011 08113/2Q21 a�iov�oi i 12120/2012 � —�.� 03/11I20_ 22 y p3109i2fl20 _ 07/01 /201 l 03/22/2021 07/� 1/2011 07/01/2011 � 03/09i2020 � n'7vrrvi; ��nvrr 11 /22/2Q 16 02! 14/2018 0714 U201 I 03/2212Q21 � 12/2Q/2412 07/O1/ZQ 11 CITY OF FORT WORTH 2O23 CbNCRETE RESTORATION CONTRACT 3 ST'.4NDARD CONSTRUC'TIqN SPCCIFICATION DOCUNIENTS City Pmject No, 144182 ReVised Juae 10, 2D22 OQ 00 Od STANDARD CONSTRUCTIOi�15P�CIi'ICATION I�CICUM�hITS Page 2 of 8 Technical Speci�catians �hich have been modified by tha Engineer speci�cally for this Pro,ject; hard capies are included in the Project's Contract Dnc�men#s Division 02 - Existin� Condi�ions � C211 1?. c�r,.,.+::.,, c:te r�ur:��ibl�✓,: � 8�-�4 �° Itor.�.�-�1/ ��er� � �2��4-�� 1c �in� l�� Di�visian 03 - Concrete 8�-�9-9$ G�.� Ia'1�cr�2 Car�rota n�� C��d1rd Lc.,. c+.-o.,,�,�, r,r„+��i� (CL,��} n�� Ca�c�� L�ir.�fal fcr T�ar�� Ac�c� �-$�}-� �tB��:C/1'� tC �li�tl�'��:, r..r,...,.+„ c+..,,,,+,,,.n� Division 26 - Electrical � �-�BB �ett-�ex�r 1o��z fcr �lect�.�l � �-9�-�9 �'o�Jitt,�� f[�i;' �!n�t��t�l c� � �9�� aee�:-�/c e� �c� fc: �l:.c�..:,.^��3 � � �k�c�i��.�,�� wt.d R�tir��;��-�e: �loc�.ric�.l S�et�r� Division 31- Eax�thwark � 3 � �8-99 �e�i�r� �-�i..�� TllOI�GO}�t..`�� ,1 2? �� sr�'� �, "�^ �n. €�u��c�,i�tai � � CO ��ri.cm a�-�c�t:�a��t G�r•e� � �-B8 F�e�s I �3a 99 �� Division 32 - �xterior Improvemer�ts � �L 9k� �arn:�i�.at ��•11; D�p� �z"tf�tO ��`� � a�.1...1� D.,..:.�,.,, A ay...:N �-9�4 C�i�r�4m�al�fi�o�a�� 32 I 1 23 FIexible Base Caurses � � x.�� .!'.lf�� L�1;7F�/L �� C�i�t��t Tru�tc� D�~�� 2�� :�' '�'�cctc� F�i Eta�i-�� 6 �1�►L ��'sr �'�� -�t�i .� G�:.d� Eo�Icrt�s 32 13 13 Concrete Pavin� 32 I3 20 Concrete 5idewalks, Dr��eways and Barriej• Free Ramps 32 13 73 Concrete Paving Joint Sealants �'�� r� �'� EEi�r�ha G.:rth��hs� c.rd �'a1✓f Ga�t� �� n,,,,,,,,,,,,,,+ n�r,,..� ; �� .�� Au��'`9 ��+H-� ;� � 1 I? Cl�ai» r a��,.z�.d C��ec Date Madified � � � CITI' OP P'ORT WQRTI-I 2023 CONCRETE RGSTORATION CON'I'RACT 3 5TAIVDARD CONSTRUCTION SPBCIF[CA1'ION DOCUMENTS City ProjectNo. IQ4182 IZevised June I0, 2022 ao 00 oa STANDAIZT} CONSTRUCTION SP�.CIPICATION DQCIJMENTS Page 3 af 8 �� i--��--�} �txr,.,.a �,,,,,,,,,, ,,,.a r_......., �'�� i�+ ., Dl o('�,� a�n A.,4., ,� Sxl,.11.. u4 �AA A 1WA 32 91 19 Topsoil Placeinerat and Finishir�� af Roadway Right-Qf-Ways .�� n� xx.�a�� r�„t,.t�,,,,. c..,.a:�� Z'� fl�Elirs� � ��4� �e@��l.l F1.''.rUl�$ Division 33 - Utilities �-9�--39 � 1`/Ir�"rJrt� T��►g �-9�� r�t,.�,.,� n;,.,.,,:+rra�r+�T�') �it',�7��et� vu��s va.cvui� L/ �--9�-1� ��c� Pun�pi� afT��rt:,,.� �e,,,a.. a...,f,.w,., �3--94-�8 �Q�i-�� V11'�a11"� .i`,,,�M..^T To.,+ Q+.,r.., �i ��. %SA7.1 .�Yt.l C�1�L ✓jD!�}#i � �-A�-�$ z�pllll.� J ��r� �� -9i�i�} �e4Z"IiPl�fi; � �� ^ �..��,�u�...:. `�'v�..:��.. ,.�"�x�.,�e.. r,r ��-�--� I �d�-9�-�8�'l�P ��ll:i7'. �2�� TTF<I:+.. T,..,....1, L'....,...,.+:...7� l'ill'1�lTor.ls,-.o..+' .,«.,i i2.,..1.{"-.11 �3--9�� i� L .� �.3�ve�g 3-3�k� , � �5-1-3-:A� �'� ^�o;:�r ar� �':�z e�e 33 OS 14 Adjusti��g Manholes, lillefis, Valve Ba�es, and Other Structures to Grade � �3-8�� n��a �'aulit � �-3-9�-�� f'��....e.-n n,.11.,<.., � � �� -3-9�-�k Tunn�J. L:�1�e I�� c+eei �.. ,, n:.. ��- � ��21i[� 7'u'GPI�Id'I� �-�--�-�� ''/.: 1� �'.�: .. n.r.a : , r�,,,,;,,,, ,,,, TA1117�1 Y.lC3�8 �� 2�� I �1� I �� I �� I2�� 4 � �8 I 3Z� 1 �e �� 2 2�� 3-�49 I �� 8 I �� u,.l�� 7.r.,+� �a r_.,.,ir..c., e � � �Li�tl�G iC3i�-�1�2 �B-�F�TT�-�ii�S ��i1.J� �sll�"�aa lUtr�l n«.,.,,,,...,, n;�,. �r \j'ih..h.,ea� �t�,.7 r�.r,i.r:�oT T;�e �iod £/�crJ �ip� r,n�,� �zr.,+o« c�..,,;,,,,� r ,.1'S t� F iJti2:� ]17a�:1:o�+ c,,,,�,,,� r�,.a,, t�.,i.,,. �i2E�lfl�l f:] �1f2G'�Ti .� �x%G.t�iAS �ti�:��4�x �' � P�eSI� 'lir..+e,.� t�; �e� '�3 ��a: Ua^r.�.}�Io F�ar,l^:eas CITY OP FORT WORTEI 2023 CONCRETE RESTORATION CONTRACT 3 STANDf1Rp CONSTRUCT[ON SPECIFICATIQN DOC[JMENTS City Project No. I�4182 Revised June I D, 2022 00 oa o0 STA�IDAKD COI*iS'1'RUCTION SPECIFICATIDN T70CUMENTS Page 4 of 8 �� cr�l�� Fl��o�ad lipo r "� IIi�n L��a�t}��a (IIU'�)-�u �crr �i��tzal� Se�de� � �r��'-�.z9 �e�'irr�1 C1.�c�°i3s (I'�IC)�'i�-/ £iani�r.r�' ��;�t?i�� ry��in��1 C11Iaie;uo (PjIC�-G--�er.,sd 1 �,1J.o Cr��r�tcr� £e� � �r-�-�-�� 3-�3 �-3�59 �� 4 �� 9-�B � � 49 ��'� '� 11 t2� � ��- � �� -4�-99 � �-4�3-A-� �� j �-�9 f �-3-49-4�9 u��!'�lltG�l' J �9�1..,,. e1;,.. T : Fs��ai;� �-�nir Pi�,�. �sirrS�� r„n:+.,,R. co o., eo,-.,1� C�i:i►PJ��Ios� Gt� erlY/LOL}�1�38 r,.,...t�:.,.,+.,.,, n:.. tr 1��:�X ��1tS1'j' �i9'.\'G� 1 Zi£�� CSOt .17 �liCfi n..,,,,,,.,f r�„ ..oro �1Ct'�1rJr'!� c i�t�,�l� u�J1/I�s _ oa-�a Cl�:e.►k.a.� (�\-�C� ' 7tn ��«°d. ?:pe�Guli�� 5i�j PCJll'4��`��IID�G�!',J9�1°4 �'ll �i-�r€s�-�ed-�el_�cfi1.�rllr,rT (SUD�� n,•r-vzy-prv��l�r� Pi� �.�� E�►-B�i� c, � t,na�p�� [.z�:e�a� R�rs�e�s!r■ i' / A� Cet�l� �: 1_l.�e--�,rrl�;lac a.�cd �'u��.tY'J.1 �Pil� Ga�b r.r.� �� Etrrria ��a�,c IIe�c'if��Ila r�►�1 `]Iin�.�� Division 34 - Transportaiion 31 11 10 ��.ffi� fi~� ?1111C.0 �l.t�cl�rrr��h G� ' JI 11 1�� ahrr��t �—Ge:��1�r �s��r.�tiar� ?il 11 �-8� �:�t�s�� :t C Ea�e-�aci�r.a�i�,tt I �^�-^� �ex�e��=_•� Tr�f'io Ei��1n � �4-4�-�� I�ci�,�••r.^� �� 34-4�1� �::r�:.lux TtG"'��.s�:�in� 2e��n� ��/1 11 S�S n,.a.,..,.,:.,�, u.�t,..:a c��,� � ?/1 11 � ��i�� Illarllr.�t�,~� �ss�~~�� ? 1 1 � 2C.C� �ei'fsl :.ZL` P��d��r�_/ Lurrr.'rt.ui~.�.�, ��'i 1: 2C.C2 �ee�a�� LJ' 1�-a��}° �L�cinc�z^.* �� 1 ao� ��z �� n��:r �:i1G1SCJ��'G � Q ��Nii�inrii�r� j 34 71 13 _ Trafiic Control Speciai Specx�ication 99 99 OQ Geagrid Technical �pecifications listed below are included for this Projet# by re%rence anci can b� viewed/downloaded from t�e Ciiy's website at: http:/lfortworthtexas.gov/tpw/cantractorsl or CITY pl� FORT WOiRTH 2O23 CaNCItETE RES'PORATIQN COiVTRACT 3 S'TANDARD CONSTRUCTION SPECIFICATI�N DOCUMEN`I'S City Project Nn. 104182 Revised June 1Q, 2022 OQ OQ 00 STANI]AR� CpNSTRCTCTi01V 3PI3CIrICA1'ION DOCUMENTS Page 5 oP8 bit�s:l/anns.[o�tvuo�htexas. ov/Pro�ectR� sources/ Division 02 - Existin� Conditions � 02 41 13 Selective Site Demolitioli I e�a-�-4 rJ��,, R��►�.a�in�,�� 02 4l 1 S Pavin� Removal Division 03 - Coucrete I�,�� rry�n. r� ni,,,,e r..,,,.,.,,+„ I $�—�4� �L� � � �J7J � � �3-�4-� u.r�'� I�pat'� � &�-88-A9 �€io�tiQ» � �. .,4. ,. r�,. „f.. c�..,,,.,�. Divisivn �6 - Electrical � � �� -93-�8 'onl Pi��.-�� I�-e� ��b.,,r�.� �.,� �...,�n � v �,��+�:��, �..��,,.... ��-8�--�� i T„��utl� Dl,�� ar Ja,,,-..<,,.,y a,,.,�,,......, � �-9�-�9 C�rn�nIa�tie�A'�1� �n��-EaE� Division 31- EarEi�work � �-A9-9B �� 31 23 16 Unclassified Excavation Z 1a-x�_rzs �ii� �� S '2 1� � Division 32 - Ezcterioar �naproverneuts �-9�� er-��r�� .i��h�!t Ita,: ir� I�e�r- a'� �c��or�� r� �,..�.,.,i+�.,,,..,,� n„�.,:,. 32 O1 29 Concrete Paving Repair �� --�� TJ,l.I' TP��,,,a u.,..,, r,..,,.�,,.. �'�� '�� r : ,;,� -r..e.,,e,� c,.i! 5�..�i.irr� �'� �� 'ra.l.�i:c ��„�3,�3 r �„ e+e n.. �'�9 , i i��irts� �na�.,..»:,.,. �ra„ n.,.,..�„ �� it7t TJZ�:1`, �%:� �-� trrar� ��.,,�.�,�..� 32 I7 23 Pavement Markings 32 17 25 Curb Address Paintin� �� 2'7� Sl[7;«0 �'�,�...,,, .,.,.� !'_..+.,� Last Revised 03/1i/2022 � ,�»� 1 o2�azi2or6 � n� l�v�rririv�� , �,�� 1 ,�M� I , �,�� 1 n��i�� , ^,�� 1 ,.,�.,� n� In��, n-, »o��v�ia�v �1��8� 01/28/2013 n r n� a.� �� n i_r� Qz.�.z,�t�� nn ��. t71��, I 7 M�,�II I"7�� 12/20/2� 12 12/20/2012 12/20/2�12 12/20/2012 12/20/2012 06/10/2022 08/21/2615 1212D/2012 1 2/2 0120 1 2 o6i�aiaoaa 12/49/2q21 I2/20/2012 i��2o i z Ob/10/2022 a��zazozz I 1/04/2013 1 'f l�7�z � 717,z_ei11lv �rt CITY OF FDRT WORTH 2O23 CONCRETE RESTORATIpN CONTRACT 3 STANDARD CONSTRUCTIf7N SPECIFICATION DOCUM�TS City Project Na. 1 Q4182 Revised 7une 10, 2022 ao oa o0 5TAIVDARI7 CONSTRUCTION �PL"•CIFiCATIaN DOCIIM�NTS Page 6 of � '�-� �-1 z� �� 9 32 92 13 32 �2 11 321'� 1'. �Ltii� 14�"1�0 Qi�-�7��85 Ga�� i� P1coo Cc �.d rir��l��fi c�ea�a�.� I�ifi�.t c�a.-y� Soddin� I�t�� I�%�� ,� c� 7 � r�� -� n� �r�Jr-�z-rz nv�z 05/13 /2021 ECl12/2� 1 yhrn�n�nn� Divisian 33 - Utilities I �� C�„�..,,.-..,...1 T�T.,.,.1,.,� ��t� � � �-A�� Clvo� Grrouit Tcl��i�aa (C�'`I)�ee�ie� ��t�.� Ee�er• ��-o�-�� CJ,r✓rod Ci�^o�:it Tdr,�-�inian [C'l"T�l} �r3--9�-�8 $��a �u2�us�; afL:zc/zr:�� rd, .. c,..,+,,,r.. '��^ -'ro 3eia� 2�e:�ii:�,�.�.d �'�ob��l I�a�a�ie� �-94-�� Ca�o�c�. Co�,..,,, T„�,- �+.,�:,,,,� �-94-�-� �1d��i�.�art�t 1:r.c�'e C�t�.^,�Li�e�ati�: E� I 2�� rr,,.�.�,..-., . Zx7�'�: j'/Ili'TUE6 I�-4Q Cl�ain� c:�d r eo��;�^rroa `''�✓�tin� a�''�x'�+�� "�� I7�� f'1..�., ..�1't];,�,o� �� T,�. m-vlr�h �aL��•�#�r.�, Lr.ab�'�, al� E��:1)4 � �� -&''.L. � %l�D �.G':ll"/1/A� � 33 05 13 Frame, Cover and Grade Rings 33 05 l� Adjusting Manholes, I��lets, Valve Boxes, and Other Structures to Grade 33 OS 16 Concrete Watea• Vaults 33 OS 17 Coiicreta Collars ��9 ?��or Lo� �� T�t�nnl Liycn �l�e �� citia Cf,�cirs►r �:�ca � 33 05 23 Hanc� Tui�nelii�g � 33 OS 24 Installation of Carrier Pipe in Casin� or Tunnel Liiier Plate l � ��111}' �1.�X�[J/O��,C/��tOi�S � �g T .,.,..+:..,, .,F�s.:.,i-;«... T Tf;l:a:o� � �-�-9� �J�a, �iuta, Gt� CG�otc �-3-�A L�.:ot1� Tr.-c�e '12 1�1 1_1� Tl.,,.+;1� T...,., �'S�-r:.�,.�. �'�-'� Pdr�-�is�l Cl�l.arir'r (1�IC) Pr�.v�s=.,r¢ Ii�e �?-a 11 1�. r-�,.,..,,..�4a n,....�,,.,..,, n:�.,,� n.,r �ilivU��u, Etu�l G�'l:�a�: T�fl� fl� � �4 �'I'1liG� �t[�el�d ci�tlilja � �� A'�t�r �Gr: io�s l is�k t�-�-�ae� I`3 Z_T 1_rx�rT T,,....., tlkl.,+.,,- T if.,+�.-� l � �9 ��-�:�ted vat�'I:�r�� i�� n tsr�xr n n„�.�.,.r c,,.,+„a u,.t+,.,.�.. �r.,a„�.. 33 12 25 Counection to Existing Water Mains �8 ��rLr. 2ri: `I:1 �o � 'I�tzr e;�t✓1� �-�-4$ �s l �8 �1T1tL'!' ��9145 � �9 £t�nd�d �I�rr �ff �Ia� •� ?.�r�� . �e�l �� PI��a 1i�� (C�'�} n m7�a n� r7��;zS�� n� fi�� r��z , � r�� .$F�$li T �,�� n�m�i r�n.� V 7 �n �i�T,q.o� �� r� fl11i�II�� 1l0�/2C11 , � r��z 12/09/2021 o��i i�aa22 121261201Z 0311 I /2D22 7 � r��i , �,�� 12/20/2012 06/19/2013 t'11'I�z, i � r�_,.�z pr�o i� :i�iii�F� a ,�n�;''� nn1��T � 1 1 T1 _r1_ii�irr�v , �,��.�;� , �,��z m1i�T , � r�� o F� nc rn�J nn r�o �� 02/06/2013 �� V.l�12V11 11.��1':� 1' ntir��r�zor� "��.1_,� CTTY OF FORT WDRTH 2O23 COMCRE'I'E RE3TQRATION CONTRACT 3 STANDe�RD CONSTI�UCTION SPECIFICATIOI� DQCUMENTS Ciry ProjeccNo. 1Q41$2 Revised June 10, 2022 0o ao 00 STAidpARD CONSTI2UCTION SPECIFICATION DOCUM�NTS Page 7 of & I 3r3-3-�� ' I'��: �� :vu A w..,: — o,� t�; e�' r-� '� �,'ZA.i�e.• > > �� -5 �i��: Jtr.��i P� `ra�• fJa��il�-�e�e� �-3-�--�9 D��y.� �,?�lo: i� �n1ti,.,Tnt,� nti+y�w:�� rn �rr�\ r�� ,7 n �;lo r'_«�.,;+�. a,....�.. a ��-� �, J� ......,...... �� "� � l�' ✓'/IF/7 � �� n�iz.� c:r�r�r.�� 3---3�-�-3 ��7 at�� Pr��v��r �'r-,.� �'r:�l ar�r�nrir� I�e e� ;+., , ee .. e„ „ r�,. ,.,.:... _a n_----= - * --- � 3-3�A �ie�. .!1«[ �'c�l, o � . e., ;+., a„ .. �,. * ,�.. ��9 r,,«�- ;� nlo o r�,. „f,, ra.,..�....i„ vcsu� au i I�--�J7'�� D,-a...,�+l�.,,-...«.,k., AR..«I...,1,,.. 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AR....1,,.1,... � 7�t17 ��.�,f:.�.x: �'�i-.a.: � .�....��.u� v�waiacl'ivi /SX� �i-E� �., o ��',,,. c., 1:+., , a,. ., r�-... ..+.. 22-� u,,;,,� ..,,,,a r�,....,.a,.`c"J �CJt�11 �G'V.``� D1�Ofn"c�iv=�� r4-�� xA��a �;,.. n,.r. ,,,-�,..i,. ,. �_PJP.�.�) �,�� t�B�� 3� 11 I� li�:n�a�e�:�"�F�D�) P�-�, � �-3�� n"�e�ktt� :'�/ f:/�' F_1��k � �-4�-9� �ge, � �--4H-�� I� I� (`w :� .�� U1.,..� Trf....l. 1 ,,.,1 T. +' � uv� x�xauuavi � �-4}-�8 ��-a�t� D� I�als�s � ��-4�-49 Divisiou 34 - Transpartation I2�� r....�;,, es,.�.,i„ I �--�—�}:� i��E�iEi��i E8"n i�"�v^iiG� '��2�8� � n n i i n n� n u ,�. i i � ��z � 3��a��e�-�—Eet�:.�or �-,r�3i �sa�e� 2�i �i tn n� �os �Bii�t��....e C� •�' F• I7`t�'t Tflt i��:/.�'Qiy-�i�ilE••" I�� i.,, .. rr....�:,. �: ..i., �4--4-�9 ��-:�a� IIlu��lst:,.., � �.,,,..,w,:,.., � � ^�� :] �fl <<tl�tr�ri�i�'� zn � i �n n� �,.00.,...<,T �n n...,,�... ��--n�� [v� Lai9�i��» � � A �� na�•,�, L� � �4-4�-39 ��l�urn t�`ir�r<u I �a-�e �L �� d� �� I�,�3 °r,..,�;,, r,....�..,.i App�ndix GC-6.06. D GC-6.07 GN-1.0 SD- i .0 PQ-1.0 Minority and Women Owned Business Enterprise Compliance Wage Rates General Nates Stai;dard Construction Details ProJect Map and Quantity END OF �ECTION ' i�»��, � o�,�� 1 n6�, o, ��.r�� I _ � � .9.7 M�l1�� ,�� n.�l�,cT, �o� �� , �,�� 1 '7 lrf�T7�C 1�.l7llll y�z ��-� 1 '1 l��n��, nn r�n�n� n�in�x� ��/� z�--�irr��-rf-i�� n�c��n� � � i��, n r�r,� n�rn�z x, 1�1o�_rz� ��_ i�»n�,_ �� 9�f9� r''-,�-T n� �7��c 1��r� 8�/-2$�� !'frz� t y r-��n,� y� �7 ia� r�� "�� 9f�5/�9�5 n�r7�n� fl� 11�;y � �, ��_ ,�� n� »� n� r��n� CITY OF FORT WORTH 2O23 CONCRETE RESTORATION CONTRACT 3 S`I'ANpARD CONSTRUCTION SP�CIFiCATiQN DOCUM�NTS City Praject Na, 104182 Revised dune 10, 2022 �ity af �o�t Wortli, 7exas �ll�y�� nd ��r��il ��r�ur�i�� ATE: �#1��J�� N18�� FI�� H�IM$ER: 149�� -90�� OG I�AN9�: 2023 �OlU�f#Ef� R��O�A71��d CONTF�A�7 3 S U _�� {�4 2. {:� �4, GD 7�nd �a �) Authoreze Execii4ian of e�antract wiEh klrban Iniraccarrsiruck�on. LLG. Ir� the �imnun4 �f ��,B�7;8�.40 f�r 20�3 {;ancreEe F�es�r�tfors Gankr�ct 3 �tl�arsou� L�caUans ��cQMM ES+I'E]A710 h1= lt is rt�a�'n�riendec! th�t �hxe C�iky �vurral! aui�or�za the ex�ce�k�an o# s canlr�cl 44it1� Ur�an InFF�constr�ct3or�. LL�, En k�� amnur�� 1,��T,�186.�Q fr�r �� or�crete Restor�t�arr �oi�tracl � project {�Ity Pro�ec;� �o. 10d 1 S�� al +�arlc�us laca�ians. f�ISCIlSSi� fn 1he Fscal Year 2��3 Pay-�� Con�rac[ �teee4 N6aknken�nce Prngrans, v�fiot�s iyAe� ot str�e� ma��x��7a�ce e�r� gro��ed irr�speciirc eonira�.# packages Tk�e ;�0�3 �or�cre#e �t��toeation C�ntraci 3 provittes for 117f rapair and reeor.sM�uctior� c�f f�i�ed cancret� p�verr�er�ai �Itir�c lac�tions Gisted i�a�ovr urrcler 1he �❑r�Rrack �l��:e� �Ulalnt�rtar�ce F'rogram {�Ety ProJe� i�a_ 1�418�)- � I Sc�ir�.re Strev# I --Fro��ti -�— T� Yards� � �lor�Fi Ll��+orslly � White Setklemenl R�ckwa�si l.ar�$ 3,517 L�riva Road � i. — — - � - -- - �3arth �Evers;cl4 I FossH ��ak U�}+isper �-lollc+w �,�74 � bfivo �as�fe�+a�d wa'} � -I - � - I ITus�n �lew ��arlet View��aU: ��a 1Nay 1,5G� i D�iv� , — I_ — - - � Jim Wri�17t � Sikvea� �fa�k l�aad I��ve�rtent �hang� �r�eway 1_259 I _ - �alnt La�is VV�s� Ba3t Str�et HeiriphMl� �kr�e� �,329 A�+�n:�� -- ' - — -- - - — , � V��k h�a�n�rrgsade �atitl� Ul�dn ��reet Ma�phllE 51r��k 2, 7 l� � Dnve ti I�oCal; � �.19 8 C.�nsEr�acki�n fn� this praject is expeG�ad to �tari in winter �022 and be comple�e�d I�y s�Mmrre�r 2023, tJpan com}�3e#inn a� the}��oj�ci kher� wIIC l�e na arttirr�sEed Impact on lh� ��r�ersl �ur�d ope�a�ing bud��t. Thls proj�ct w�s ad�+e�tised iar blc� a� July �S. ��2� �nd Pa�g�,�k 4. ��22 fn th� �ott 1Nor€h �l�r-Teleg�r�rrr. Or� Au�usk ��, 2U7�, Ifta f�llot�ing bids vtreere received; � Badders � � Amount Ur�xan Infr��nstruction, LL� � �1.6�7,.18� �U+ ��co Ca�ncs-el2 �truct�ees, LLC - . � _ �1,fi50,�$�.�0 [�g3�, Inc, ` � , ��,Q34,4�id_0� Fc�r�ding Is b�dgeRed IrT Ehe �PUti! H�gtt+�tay 8, 5kr�e#s �e�aetm�nt's Gar�r�l �apital P�Oj$G$ �LiCI� �Of the �Uf�ClS�E` pE �U13��it� [Ili3 �4��J �{7i1CC9t� Res�carak'ron Corriract 3 pro�ec�, as appr��xrloleb_ h+lNUB� �3FF1�E —lJf�i�+i lnfra�nl��#ru�t�an, l.L�; Is iR cam�l��nce wit� �Itie ��ky's ��rs�n.�ss Ey�tl#y Ordrl�al'ace �}+com�'n�4tln� !a �05b �+1W�� a�arkt�a�:��orf nn lhis pmt�ci, 7F�a ��4y's �SWF�� goal o�i Chks �r�jer.� Is 2� �_ Thf� �roJ�d Is la�ahed in ��UI�I�; IL L�I��T� 2. �� 7 and 9. FiSCA� IhfF�RIUIl1TIQN f CERTfFf��L7`IO� �he D�r�clnr o� Fie�ar�c� cerii�ips ti��l f��nd� ar� �;ra51a1;1� I�� Fl� C411'rE�t �:d�]li�� I}lE��et, a:s �arevlau�ly �p�roprlat�d_ in ti�e �eneral C�{�i#al ��eaFects ��nd �vr liie 2�23 Goi3crete F�es �t+�7lraut 3 tn supp�rt tt�e appr�v�i af �hn al�ave reco�nmendalion antl awsrd a� El�e c�rt�ra�i_ Pripr to �ny expendkture i�eing ir.ce�M��e�, �17e Tr��s�a�k�tE�ri znd f'a��lic UVo��s l�e�arirn�nl I�as i�7e respor��ility to +,ralir�te tl�e ��r��l�lxill�y af funrJa. S�hmftfet! f��' C'stv Manaaer's ��Fic�y; WJlli�rr� �ioYrr�sor� 5�#Oti �l�lal�il]dd Busan�ss Unit �lead� I��ren Pr«ru� 603� AddiTio��al Itxfvrrq�ob_�_oatact� f4�onty h-lall 8692 fl0 11 13 IA]VITP:TION TO BIDDERS Page 1 of 2 1 SECTION 00 � 1 13 2 INVITATION TO BIDDERS 3 RECEIPT 4F SIDS � Seal�d bids for the construciion of 2023 CONCR.ETE RESTORATION CONTRA.CT 3, City 5 project No. 1041$2 will be received hy t11e City of Fart Warth P��rchasiiig Offce until 1:30 P.M. 6 CST, Thursday, August 25, 2022 as further desc�•ibed belaw: 7 8 Ciiy of Fort Worth 9 Purci7asing Divisian 10 20fl Texas Street 11 Fort Warth, Ta�as 7b1Q2 12 13 14 15 16 17 18 19 Bids will be accepted by: US Mail, Caurier, Fed�x or hand delivery at the address ahove; Bids will be opened publicly and read aloud at 2:D0 PM CST in the City Cour�cil Chambars. GEIVERAT� D�SCRIl'TION aF W�RK The major w�rk will coi�sist of the {approximate) following: 20 12, l 18 SY Retnove Concrete and Replace witil7" Concrete Paysment HES 21 1,200 CY Flex Base 22 6,004 SY Geogrid 23 24 DOCUMENT EXAMINATION AND PRO[:[J12EMENTS 25 The Badding and Contract Documents may be examined or obtained on-line by visiting the Czty 26 ofFort Worth's Purchasing Divisian websita at httv:llwww.fortw�rthtexas.govlourchasin�/ and 27 clicl<ing an ihe lin�e to the advertised project folders on the City's electronic docuznent 28 management and collaboration system site. Tl�e Cantract Documents may be downloaded, 29 viewed, and prinfed by interest�d contractors and/or suppliers. 3p 31 32 33 34 35 Copies oithe Sidding a,nd Contract Documents niay be purchased from Niklci McLeroy, 817- 392-8363, Ci#y ofFort Worth, TPW, 200 Texas St., Fort Wortl�, TX 76102. The cost of Bidding and Contract Do�uments is: $30.00 36 EXPR�SSION OF INTERSEST 37 To ensure potential bidders are kept up to date of any nevv infortnatiaii pe�tinent to this project, all 38 interested parties are requested to emaiI Expressions of Interest in this prncurement to the City 39 Project Manager anci the Design Engine�r. Tl�e er�tail should ii�clude the company's name, 40 contact person and that indir�iduaI's email address a.nd phone number. All Addenda will be 41 distributed directly to those who have expressed an u�terest in the procurement and will also be 42 posted in the City of Fort Worth's purchasing website at http:llfortworthtexa:;.�ovlpurchasin�l 43 44 45 46 47 48 PRESID CONFERENCE -- Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Tuesday, August 9, 2022 TIME: 10.0U A.M. CITY DF FORT WORTH STANDARD CONSTRUCT[aN SPECIFICATIQN bOCUM�NT Revised 7l1912021 2023 COi+ICRETE AESTORATION CONTRACT 3 Ciry I'roject N�. 104182 oa i i i3 INVL'iAT10P€'CO BIDDERS Page 2 af2 �49 50 51 52 53 54 55 5b 57 58 59 60 61 62 63 G4 65 66 b7 58 69 70 71 72 73 74 75 76 77 78 79 Invitations witl� links to the web conferencing application wilI be distributed directly to those who have submitted at-� Expression of Interest, If a prebid col7ference is held, ik�e presen.tation and any questions and answers provided at the prebid eonference w�ll be issued as an Addeiidum to the cal� for bids. If a prebid cnnf�renca is not being held, prospective bidders can e-mail questions or camments in accordance witli Section 6 of tlse Instructions to Bidders referanced above ta the project �nanager(s) at the e-mail addresses listed below. Emai�ed c�uestions will suffice as "questions in writing." If necessary, Addenda v,+ill be issued pursuant ta tlle Instructians to Bidders. CITY'S RIGHT TO ACC�PT OR REJECT BIDS City reserves the right to waiv�; irregularities and to accept or reject any �r ail bids. AWARD City will award a cnnt�•act to the Bidder presanting the lowest price, qualifications and campetencies considered. FCTNDING Any Cantract awarded under thzs �NVITATIQN TO BIDDERS is expected to be funded from revenues generated from bonds, grants etc. and ��eserved by the City for the Pi•oject. INQUIR�ES All inquiries relative #o this procurement should be addressed io the folIowing: Attn: Taz�iquI Islam, City of Fort Warth Email: tariqul.is�a�ntr7fnr�wurthteaa,.�uv ADVERTISEMENT DATES July 28, 2022 August 4, 2022 SO END OF SECT�ON CITY OF FORT W4RTIi STANDARD CONSTRilCTiQN SP�CIPICATION DOCUMENT Revised 71I9/2021 2Q23 CONCRETB REST�RATION CON'I'RACT 3 City Projeat No. 104152 DO 2l I3 INSTRUCTIONS TO BIDDERS Pa�ge [ of 8 S�CT�ON QQ �l l.3 2 3 4 5 6 7 8 9 ia 11 12 13 14 15 16 17 18 19 20 21 22 23 2� 2S 2b 27 28 29 3a 3I 32 33 34 35 36 37 38 39 4D 4l 42 43 414 45 46 47 48 1N5TRUCTIONS TO I�IDDERS 1. Defined Terms ]. l. Capitalized terms used in these INSTRUCTIONS TO BIDD�RS are defined in 5ection 00 72 OD - GENERAL CONDITIONS. 1.2. Certaiii additional terms used in �lles� INSTRUCTIONS TO BIDDERS have the meaiiings indicated below wllich are applicable to both the singular and plural thereof. l.2.].. Biddez•: Any person, �rm, partnersl�zp, company, association, or corporatzon acting ciirectly thi•ough a duly authorized representative, submitting a l�id for performing tlte work contemplated unde�• the Contract Dacurnents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corparation acting directly thraugh a duly autl�orized reprasentative, submitting a bid for perfiarming the �uork cantemplated under the Contrac# Documents whose pz•incipal place of business is i�ot ii� the State af Texas. 1.23. Successful Bidder: The lowest responsible and responsive Bidder to wI�om CiL'y {on the basis of City's evaluation as hereinafter provided} �nakes an award. �. Copies nf Bidding Documents 2.1. Neith�r City no�• Engineer shall assume any responsibiIiiy for �rrnrs or misinterpretations j�esulting fr•om the Bidders use of incomplete sets of Bidding Documents. 2.2. City a��d Engineer in making copies of Bidding Doc�aments available do so only for the purpose of dbta�ning Bids for tl�e Work aiid do not autl�oriae or cou%r a license or grant for any other use, 3. Prequalifcation of Bidders (Pririr�e Con�tractor� and Sabcontractors) �NIITTED 4. Examination of Bidding and Contract Dncumen�s, Other Relateci Data, and Site 4.1. Sefore submitting a Bid, each Bidder: 4.1.1. Shall exazr�ine and carefully study tlze Contract Documea�ts and otlae:r �•elated data identified in the Bidding Docuinents (iriclu�ling "technical data" referred ta u� Paragraph 4.2. beiow). No inforrnation given hy City or any representative of fi��e City ather than that contained in the Cantract Documents and ofF'icially promulgated addenda thereta, shaIl be binding upon �lie City. 4. l.2. Should visit the site to 6ecome iamiliar with and satisfy Bidder as to #he general, local aild site eonditions that may affect cost, progress, perforinance or fia:rnisl�ing of the Work. CITY OF FORT WORTH STANIJA[iI3 CONSTRUCTIOI� SPECTFICATIOM DOCUMENT Revised/l}pdated November 2, 2021 2023 CONCRETE RESTORATION COT�lTRACT 3 City Praject No. 1 D4182 oazi �3 ENSTRUCT�QNS TO BiDbERS Page 2 af 8 49 50 51 52 53 54 55 56 57 5$ 59 60 6] 4.1.3. SIZaII consider federal, state and 1ocaI Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. OMZTTED 4.1.5. Shall siudy a1L• (i) reports ni expIorations and tests of subsurface coiiditiocis at or contiguous to the Site and all dz'awings of physicaJ canditians relating to existing surface or subsurface structures at the Site (except Underground I'acilities) thafi have been identified in the Contrac# Documents as containing reliable "technical data" az�d (ii) reports and drawings of Hazardous EnvirQm-nental Conditions, if any, at the Site that have been identiiied in the Contra�t Documents as containing reliable "teel�nical data." 62 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of 63 the information which the City wilI furnish. All additional inforr�ation and data 64 which tlie City will sup�ly af�er promulgation af the formal Contract Documents b5 shall be issued in the form of written addenda and shall become part of the Contract 66 Documents�ust as ihou�h such addenda were actualIy writ�en into iha original 67 Cantract Docu�nents. No information given by the City other t11au that contained i» 68 the Contraci Documents and officially promulgated adcienda ihereto, shall be 64 70 71 72 73 74 75 76 77 78 79 80 81 82 83 8�4 85 86 87 88 89 90 91 92 93 94 95 96 binding upon the City. �.I.7. Shouid perfarm ir�dependent research, investigations, tests, borings, and sueh other means as may Y�� necessary to gain a complate lcnowledge of the conditions which will be encountered durin.g the consh'uction of the praject. For projects with restricted access, upon request, City may provide each Bidder aceess to the site �o canduct such examinations, investigations, explarations, tests and studies as each Bzdder deerns necessary for submission of a Bid. Bidder must filI all holes and clean up and restore the site to its former conditions upon cornpletian of such exglorations, in�estigations, tests and studies. �4.1,8. 51�a�1 determine the difficulties ofthe Work and all at�ending circumstances affecting the cost of doing the �Vork, tzme reyuired for its completioz�, aa�d obtazn all information required to make a proposal. Bidders shall rely exclusive3y and solely upou their own estimates, investigation, research, iests, explorations, and other data which are necessary far full aild complete informatian upan which fihe proposal is to be based. �t is understaod t1�at the submissian of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, exatninations and tests h�rein required. 4.I.9. Shall promptly notify City oialI conilicts, errors, arnbiguities or discr�pancies in or between the Contract Documents anci such othar relateci documents. The Contractor shall not take advantage af any gross error or omission in the Contract Documents, and the City shall be permit�ed to make such corrections or interpretations as lnay ba d�emed necassary far fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section OQ 73 00 — Suppl�mentary Conditions for identification of: C1TY OF rOAT WpRTH STANDARD CONSTRUCTION SPECIPICATI�N DOCUNIENT Rcvised/Updated Navemher 2, 2D21 2023 CONCRETE RESTORAT101�f CQNTRACT 3 City Project No. I Oql $2 00 21 13 1NSTRUCTIONS TO BIPI]ERS Page 3 pf $ 97 4.2.1, tl�ase reporls of explaratians aald tests af subsurface candition5 at or contiguous to 48 the site whicl� have been trtilized by City ui preparation of the Contt-act Documents. 99 The logs of Soil Borir�gs, if az�y, on Ll�e p�ans aa•e for ge�3era1 i��foranatior� only, I bD Neitller the Ci�.y nor the Engineer g�farantee that the data shown is representative of 1Q1 conditions which actually exist. 162 I03 4.2.2, those drawings oiphysical conditions in or relating ta existuig surface and 144 subsu�•face structures (excepi: iJnderground Facilities} which are at or eo��tiguous to I05 the site that have been utilized by City in preparatioii of the Contract DocUments. 106 l07 4.2.3. copies of such repQrts and drawings wilI be made available by City to any Bidder I08 on request. Tlios� r�poris and drawings may not be pai� of tI7e Contract 1R9 Dacuments, but t11e °technical data" containecE therein upon which Bidder is entitled I 10 to �-ely as provided in Patagraph 4.02. of ilie General Conditiot�s has been identified 1] 1 and esfablisI�ed in Paragraph SC 4.d2 af the Supplementary Conditions. Bidder is 112 responsible for any in#erpretatio�� or co��clusion drawn from any "technieal da�a" or i 13 any ath�r data, interpr�#ations, opinions or in�orma�ion. 114 115 116 117 I18 119 120 121 122 I23 124 125 126 l27 I28 129 4.2.4.Standard insuranee reyuirements, coverages and limits. 4.3. The submission of a Bid wi11 constitute an incontrovertible representation by Bidder: {i} tl7at Biddar has cornp�i�d v�ith every requirerrient of this Paragraph 4, (ii) tI�ai without exceptiot� the Bid is premised upon performing and furnishing the Worlc required by the Conf.ract Doeurnents and applying tl�e specific meazas, znetl�ods, techniques, sequez�ces or pracedures of consn•uctian (if any) that may be shown or indicated or expcessly required by the Coniract Documents, (iii) that Bidder has given Ciiy writteii notic� of all conflicis, errors, ambiguities a�id discrepancies in the Con#raet Documents and the written resolutions thereof by City are acceptable ta Bidder, a�td wheu said co�iflicts, etc., have not been resalved through the intetpretations by City a.s described in Paragrapli 6., and {iv} that tl�e Cont�•act Documents are generally sufficient to indicate a�1d convey uzlderstanding of all terzns and conditians foa• perforinii�g az�d furnisl�ia�g the Work. l30 �4.4. The provisions of this Paragraph 4, inclusive, do not apply ta Asbestos, Polychlorinated 13 S biphenyl:� (PCBs), Petroletam, Hazardous Waste or Radioactive Ma�eria] covered by 132 Paragraph 4A6. of tite Genea�al Conditions, unless s�aecificaliy identified in tl�e Cqzltract 133 i)ncL�ments. 134 135 5. Availability ofLands for Worl�, Etc. 136 137 5.1. Tlie lands upQ» w�ich tl�e Worlc is to be performed, rights-of-way and easements for 138 access thereto and other lands designated for use by Contractor in perForming the Work 139 are ideniified in the Caiitraat Documents. All additional lands and aceess thereto 14D required for fem}�orary construction facilities, construction equipment or stor�ge oi 141 materials and eqnipment to be incorporated ii7 tl-�e �Vork are to be obtained and paid for 142 by Contractor. Easements for permanent structures or permanent changes in existing 143 facilities are to 6e obtained and paid far by City unles� otllerwise provided in the l44 Contract Documents. l45 CITY OF FOI2T WORTH 5TAI�bAI2ll CONSTRUCTION SP�CIrICATTON bOCU1VIENT Revised/Updffied hlovem6er 2, 2021 2D23 CONCRE'I'E RESTO�i ATiO�d CONTRACI' 3 City Prajeat No. I 04182 pD 21 l3 INST�UCTIONS TO BIDDCRS Page 4 of 8 146 5.2. Outstat�ding riglit-af-way, easements, and/or perinits to be aaquired by the City are listed 147 in Paragraph SC 4A1 of the Supplemeiztary Conditions. In the cv�zlt the necessary right- 1�48 df �vay, eas�rnents, and/or permits are not obtained, tlie City reserves the right to eancel 149 tlie award of cantract at aiiy time before the Sidder begins any construction work on tha 150 project. 151 152 5.3. The Bidder shall be prepared to c�mme��ce construction without all executed right-of 153 way, easements, and/or permi�s, and sliall sUbmit a sch�t[ule to tlie City of how 154 constructio�l will proceed in the otl�er areas of the pj•oject that do not rsquire permits l55 and/or easeme�lts. 156 157 6. Interpretations and Addenda I58 159 160 161 162 l63 164 165 166 167 I68 169 170 I71 172 173 174 175 176 177 178 179 I80 181 182 f.1. All ques#ions aboui ihe meaning or intent of the Bidding Docuxnents are to be directed to City it� writing on or before 2 p.m., tl�e Monday prior to the Bid opening. Questions received after this day may not be respanded to. Interpretations ar clarifications considered necessaay by �:iiy in responss to such qu�stions wi11 be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be bie�ding. Oral and other interpretations or clarifications will be wiihaut lcgal �fFect. Address questions to: City of Fort Worth 200 Texas Stree# �'ort Worth, TX 761 Q2 Attn: TariquI Islatn, Transportation and Public Works Exnail: tariqul.islam@fortworthtaxas.gov Phone: $17-392-2486 6.2. Addenda rnay aIso be issued to rr�adify the Biddir�g Documents as deemed ac�visabla by City. 6.3. Addenda or clariiications may be posted via ihe City's eiect� onic docum�nt managem.ent and eolIaboration system at https:lldocs.b38D.autodesk.comishares/fc25ad82-859f- 4de9-b8dfi-93d0� 9fcc�6� 183 6.4. A prebid conferenca may be held at the tijne and place indicated in the Advertisement or I 84 TNV�TATION TO BIDDERS. Represantatives of City will be present ta discuss the 185 Project. Bidders are encot�raged to attend and participate in the conference. City will 186 tt•ansmit ta all prospective Bidders of record such Addenda as City considers necessary 187 in response to questions arising at the conference. Oral statements may not he relied 188 upon a�id wilI not be binding or legally effec�ive. 189 190 7. Bid Security 191 192 7.1. Each Bid must be accompanied by a Bid Bond rr�ade payable to City in an amount af five 193 (5) percent of Bidder's maxitnum Bid price, on the form attached or ec�ui�alent, issued 194 by a surety meetiilg the requiremen�s of Paragraph 5.01 of the General Conditio�s. 195 CITY OF FORT WORTH 2D23 CONCl2�'CE 12ESTORATIbN CONTRACT 3 STANDARD CONSTRUCTION SP�CI�'ICATIQN C]OCUMLNT City Projeat Na. 1 D4182 RevisedJUpdated iVoveniher 2, 202I 00 21 13 INST'AUCT10I�iS TO B1D�ERS Page 5 of 8 ] 96 7.2. The Bic� Bonds pravided by a Bidc�er wiIl be retained ur�til the conditions of the Natice of 197 Award have been satisfied. If the Suceessful Bidder fails ta exacute and return tl�e 198 Cantract I?ocuments within 14 days after the Notice oiAward conveying same, City 199 may consider Bidder ta be in dafault, rescind t��e Notice of Award and act on tl�e Bid 200 Bond. Such act�on sha11 be City's exclusive remedy in tlie event Bidder is deemed to 201 have defaulted. Zo2 203 S. Contract Times 204 Tlie nurnber of days within wl�icl�, ar the dates by whicl�, Milestones are to be achieved in 205 accordance with the General Requirements and the Work is ta be completed and ready for 206 Final Acceptatice is sei: forth in tbe Agreezz�.ent or incorpnrated ther�in by reference to the 207 attached Bid �'orm. 2Q8 �09 9. Liguidated Damages 210 Provisians for Iiquidated damages are set Forth in the Agreement. 211 212 213 2l4 215 216 2l7 238 2I� 220 221 222 223 10. Substitnte and "Or-Equal" Items The Contiract, i� awarded, will b� on ti�e basis of inaterials and equipment descrihed in the Bidding Documents without consideration of possible substitute or "ar-equal" iterris. Whenev�r it is indicated or specifed in �he Bidding Documents that a"substitute" or "or- equal" item of material or equipment may be furnished or usec� by Coni►-actor if acceptable to City, application for such acceptance wilI not be considered by City until aftez• �[ie Effective Date afthe Agreement. The pz'ocedt�re for sub��ission of any sucli application by Cont�-actor and co�tsideratian by City is set fortl� in Paragraphs C�.OSA., 6.OSB, vid 6.OSC, of the General Canditions and is supplemented in S�ction O1 25 00 oitiie General Requirements. 1.1. Sabcontractars, Suppliers and Others 224 i 1.I. In acoordanc� with the City's Business Equity Ordinance No.25165-10-2021 ti�e City 225 has goals for the participatian of mzz�ority bLisiness andlor women busin�ss 226 enterprises in City contracts $100,000 or greater. See Sectian 00 45 A�0 for the 227 M/WBE Project Goais and additional raquir�rnenis. Failure to comply shall render 228 the Bidder as non-respansive. 229 230 Business Equity Ordinance No.25165-10-2021, as amei�ded (caplacing Oi•dii�ance 23I No. 24534-11-2020), codified at: 232 htt„p� �Icodelibrarv.atnle�al.cvm/code�/ftworth/ldtest/f�North tx/0-0-0-22593 233 234 11.2. No Cantractor shall be required to employ any Subc�ntractor, Supplier, other p�rson 235 or organization against whom Contractor ar City has reasonabte objection. 23 6 237 12. Bid Form 23 $ 239 12.1. The Bid Form is included wit� the Bidding Doc�z�nents; additional copi�s may be 240 obtained from the City. 24I CITY OI' PORT WORTH 2O23 CONCRETE RESTORATIOI�f CONTRACI' 3 STANDA�tD CONSTRUCTfON SPECIFICATION DOCUMEI�lT City Aroject No. 104182 {ievised/Updated Novemher 2, 2i121 OD 21 13 INSTRUCTIOI�fS TO BIDD�RS Page 6 aF8 2�2 243 24� 245 246 za�r 248 249 12.2. All blanks on the Bid Forin must be completed and the Bid Form signed in inl<. Eras�.u-es or alterations shall be initialec� in ink by the person signing the Bid �orm. A Bid price sh.al] be indicated for eaeh Bid itein, al�ernati�e, and unit price item listed therein. In the case of optional alternat�ves, the words "No Bid," "No Change," or "Not Applicable" rnay be entared. Bidder s�iall state the prices far whici� the Bidder praposes to do the worlc cantemplated or furnish materials required. All entries shall he Iegible. 250 12.3. Bids by corporations shall be executed in the corporate name by the presidant or a 251 vice-president or other carporate ofFicer aceompaniec� by errid�nce of authority to 252 sign. T�ie corporate seal shall be a�fxed. The corporate address and sta�e of 253 incorporation shall be shown 6elaw the signature. 254 255 12.4. Bids by part�erships shall be executed in the parknership nasne and signed by a 256 partner, whose title znust appear under the signature accompanied by evidenee of 257 authority to sign. The oi�cial address oithe part�iership s11alI be sliown below the 258 signature. 259 2b0 261 262 263 264 2�5 266 267 2b8 263 270 271 272 273 27�F 275 276 2'17 278 279 280 281 282 283 284 285 286 287 28$ 289 290 agr J 2.5. Bids by lvnited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of aufhority ta sign. The state of formation aF the �rm az�d tkte official address of the fum shall be shown. I2.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by join# vantures shall be executed by each joint veniure i�a the manner indicated on the Bid Form. The official address o�the joint venture shall be shown. 12.8. 12.9 All names shall be typeci or printed in inic belaw tha signature. The Bid shall contain an acknowledgement of receipt oiall Addenda, the num.bers of which shall be filled in on ihe Bid Farm. 12.10. Postal and e-mail addresses and telephone number for communi�ations regarding the Bid shall be shown. 12.11. Evidence af authority to conduct business as a Nvnresident Bidder in the state of Texas shall be provided iis accordance with Section 00 43 37 — Vendor Compiiance to State Law Non Resideni Bidder. 13. �ubmission of Bids Bids sliall be submitted on the prescribed Bid Farm, pro�+ided with ihe Bidding Documents, at th� time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed ta Purchasing Manager of the �ity, and shall be enciased in an opac�ue sealed envelope, ma�ked with the City Projeet Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through fihe mail or ot�er delivery systezn, t�e sealed e��elope shall be enclosed in a separate enveIape witl� the notation "BID ENCLOSED" on the face oF it. 14. Withdrawal of Bids CITY OF FORT WORTH STANDARD CONSTRUCT[ON SP�CIFICATI�N DOCUMENT Revised/Updated Novem6er 2, 2021 2023 CONCI2.ETE RESTORATIQN CONTRACT 3 City Project No. lt}4182 UO 21 13 IN57'Rl]C'1'IOAiS TO IIIDDCRS Page 7 of 8 2gz 293 294 29S 296 297 298 14.1. Bids addressed to the Purchasing Manager and iiled with the Purchasir�g Of�ce n�.ay be withdrawn prior to th� time set for bid opening. A request iar withdrawaI must be made i�i writing a��d delivered to the Purchasii�g Office Lo �•eceive a time stamp prior ta the opening of �ids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one l�our of hid opaning, will not be r�ad aloud and tivill thereafter be ret�zrned unopened. 299 142. I�i the event any Bid far which a withdrawal request has been tat�nely filed has bee�� 3�0 inadvertently opened, said Bid and any record tlzereof will subseyuently be marked 301 "Withdrawn" and will be givea� no further cansideration for tlle award of contract. 342 303 15. Opening of Sids 304 Bids will be opened and read aloud publicly. An abstract of the amounts of t11e base Bids az�d 30S �najor alternates (i�any) will b� made avaiIable to Bidders after the opening of Bids. 30b 307 16. Bids to Remain Subject to Acceptance 308 A11 Bids will rerrzazn subject to acceptance for a minirriurn of 40 days or the time perind 309 specified for Notice of Award and executian and delivery of a complete Agreement by 310 Successful Bidder. City may, at City's sol� discr�tion, rel�ase any Bid a��d nullify the Bid 311 security prior to fihat date. 3]2 313 17. Evaluation of Bids and Award of Coutracf 314 17.1. Ciiy resaives 1:he right to reject any or all Bids, including withaut lirnitation the rights 315 to reject any or all nonconforznit�.g, noaaresponsive, unbalanced or conditianal Bids 316 and to reject the Bid of any Bidder if City believes that it wauld tiot be in tlie best 317 interesi of t11e Project ta make an awa�•d ta that Bidder. City reserves the righfi to 318 waive informalities not involving price, cantract time or changes in the W�rk and �l9 award a coiiiract to sucl� Bidder. Discrepancies between the multiplicatiou of units of 320 Woi•k a.nd unit prices will be resolved in favar of the unit p�•icE;s. Discrepaz�cies 321 between the indicated sum of any column of figures and the correct sum thereof will 322 be resolved in favor af t11e correct sum. Discrepaticies bet�veen words aa�d figures 323 will be resolved in favor of the words. 324 325 32G 327 328 329 330 331 332 333 334 33S 33b 337 338 339 340 3�1 L7.1.1. Any or al] bids wiil be rejected if City has reason to believe tl�at collusion exists arr�ang the Bidders, Bidder is ai1 interested party to any litigation against City, City or Bidder may l�ave a cIainl agai��st the ather or be engaged ii� liiigation, Bidde�- is in artears on any existing contract or has defaulted on a pcevious contract, Bidder has perfarmed a przor contract in an unsatisfactory mannEr, or Bidder has uncampleted work which in the judgment of the City rvill prevent or hinder tl�e prompt cflmpletion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons at�.d organizations propased for those portions of the Work where the identity of such Subcantractors, Suppliers, a.nd other persons and organizaiions must be submitted as provided in the Contract Docurr�ents or Upon the request of the City. City alsa may consider t1�e operating co�t�, znaintenazace requiremants, performance data and guarantees of majar items of materials and equipment proposed for incorporation in the Work wlt�n such data is requir�d ta be submitted prior to the Notice of Award. CITY OF FORT WOKTH STANDARD C�NSTRUCTIdN SPECIFICATION BOCUII�NT Revised/Updated Novembcr 2, 2021 2023 CONCRETE RESTQRATION CONTRACT 3 City Projecl Na, 104182 oozx r3 INSTRLICTIONS TQ BIbD�RS Page 8 of 8 342 17.3. City may eonduct such investigations as City deems necessary to assist in the 343 evaluation af any Bid and to establish the responsibility, qualifications, and financial 344 ability of Bidders, proposed Subcontractars, Suppliers and other persons and 3�5 arganizations to perfarm and furnish the Work in accordance with fhe Contraet 346 Dacuments to City's satisiactioii within the gt•escribed time. 347 3�48 17.4. Contractor shall pecform with his own organization, work of a value not less than 349 35% of the va�u� embraced on the Cont�act, unless otherwise appro�ed by the City. 35a 35 ] 17.5. If the Coi�tract is ta be awarded, it will be awarded to lowest responsible and 352 responsive Bic�d�r whose e�aluation by City indicates that the award will be in the 353 best intei•ests of the City. 354 355 356 357 358 359 360 36l 17.6. Pursuant to Texas Go�arnment Code C13apter 2252.001, tlae City will not aw�rd contract to a Nonresident Bidder unless the Noi�residen� Bidder's bid is lower tl�an the iawest bid submiited by a responsihle Te�s Bidder by the same amount that a Taxas resident bidder r�ould be required to und�rbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 362 17.7. A cantract is not awarded until formal City Council authorization. If the Conta•act is 363 to be awarded, City will award the Contract within 90 days after the day of the Bid 364 opsning �mless extended in writing. No othar act of City or others will constitute 365 acceptance of a Bid. Upnn the contract award, allotice of Award will be issued by 366 the City. 3b7 3b8 17.7.1.The contractor is required to fill out and sign the Certi�cate afTnterested 3b9 Parties Form 1295 and the form rnust be subm�tted to the Project Manager 370 beforc the contract wiII be presented ta the City Coancil. Th� form can be 371 abtained at �ttns:l/www.ethics.state.tg.ns/[iatalforms11�95l1�9�,ndf 372 373 37� 37S 376 I7.8. Failure or refusal to comply with the requirements �nay result in rejectian of Bid. 18. �igning of A�reetnent 377 18.1. When City issu�s a Natice of Award to the Successful Bidder, it wilI b� accompanied 378 by the required numb�r of unsigned counterparts af the Pa•oject Man�al. Wzthin i 4 379 days thereafter, Contractor sliall sign and deliver the required number of counterparts 38� of th� Project Manual to City with th� requir�d Bonds, Cer�ificates of Insurance, and 38I all other required documentation. 382 383 384 18,2 385 386 387 City shall thereafter deliver one fulIy signed counterpart to Contractor. END OF S�CTION CITY OF FORT WORI'H 5TEINDARD CONSTRUCTI0�1 SPECIFICATION DOCUMENT RevisedlUpdated November 2, 2021 2Q23 CONCRETE RESTORATION CONTRACT 3 City ProjectNa. 1041$2 ao�s�s CONFLICT OF IEVTE#tEST STATEMENT Page 1 of 1 5��il�� 00 3� 13 CO�JFLICT OF INTEREST STATEMENT Each bidder, offeror or respartdent to a City o# F�rt Worth procuremer�t is required ta compiete a Conffict of Interest Questionnaire or certify that one is current and on fi�e with t#�e City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or mare of t�e City Manager or Assistant City Managers, ar an agent of the City who exercise discretion in the pfanning, recommending, selecting or car�tract'rng with a bidder, offeror or respondent is affiliated with your company, �hen a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged ta cansult with couns�l regarding the applicability of these forms and �ocal Government Code Chapfer 176 to yaur campany. Th� referenced f4rms may be downloaded from t}�e links pro�ided below. Form CIQ rc�onflict of Interest Questior��airel is#ate.tx.us� https:l/www.ethics.state.tx. usldats/forrnslcanflic�IC tS. pdf � ❑ ❑ � ❑ ❑ CIQ Farm does not apply CIQ Farm is or� file wit� City Secretary CIQ �orm is being pro�ided to t�e Ci#y Secretary CIS Form does not apply GIS Form is on File with City Secretary CIS Farm is being provided to ti�e City Secretary ��DD�i�: Urban Infraconstruction �� o� s�c�ioN CIN aF F�RT WQRTH 5'TANdARD GONS7RUCTiON SPECIFICATiON pOCUMENTS Revised February 24, 2020 By: Anup Signature: _ Title: CEO rakar �' `�� _ � 2fl23 CONCRE7E R�STORATI4{V GQNTRACT 3 704182 00 41 00 Bid Proposal Workbaok 00 41 00 BIQ FORM Page 1 of 3 SECTION 00 41 00 BI� FORM TO: The Purchasing Manager clo: ihe Purchasing Division 200 Texas Skreet City of Fort Warth, T�xas 76102 FOR: City Project No.: 1041 �2 UnitsfSections: 1. Enter Inta Agreement 2023 C�NCRETE RESTORATI�N C�NTRACT 3 A7 VARIOUS LQCATIONS The undersigned Bidder praposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Docum�nts to perform and furnish all Work as specified or indicated in the Contracf Docurnents for the Bid Price and within #he Contract Time indicated in this Bid and in accordance with the other terms and conditions ofi the Contract Documents. 2. RIDDER Ack�nowledgements and Certification 2.1. In submitting #his Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDpERS and I€VSTRUCTIONS TO BIDDERS, ir�cluding withaut iimitation thase dealing with the disposition a# Sid Bond. 2.2. Biclder is aware of all costs to provide the required insurance, will do so pending conkract award, and will pro�ide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies khak this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not su6mifted in eonformity with any collusive agreement or rules of any group, association, organization, or corparation. 2.4. Bidder has not directly or indirectly induced or solicited 2ny other Bidder ta submit a false or sham Bid. 2.5. Bidder has not so[icited or induced any individual or antity to refrafn from bidding. 2.6. Bidder has not engaged i� corrupt, fraudulent, collusive, or coercive practices in competing far the Contract. For the purposes of this Paragraph: a. "corrupt practiae" mear�s the offering, giving, reeeiving, ar soliciting of any thing of value likely fo influence the action of a pubfic official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts matEe (a} to influence the bidding process to tha detriment of City (b) to establish Bid prices at artificial non-compe#iti�e levels, or (c) ta d�prive Ciiy of the benefits of free and open competition. c. "callusive practice" means a scheme or arrangement between fwo or more Bidders, with or without the knowledge tif City, a purpose of whjch is to establish Bid �rices at artificial, non- competitive levels. CI7Y �F FORT WORTH 2p23 CONCRETE RESTORATION CONTRACT 3 STANOARD CONSTRUCTION SPECIFICATIQiV DpCUMENTS 104182 Revfsed 9/30/2021 OQ 41 40 Bld Proposaf Workbook 0� 41 fl0 SI� FORM Page2of3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or kheir property to i�fluence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the folEowing work fiypes must be perFormed only by prequalified contractors ancf subcontractors: a. Ntit Applica6le b. Not Appllcabfe c. Not Applicable d. Not A�plicabl� e. Not Applicable f. Not Applicable g. Not Applicable h. Nat Applicable 4. Time af Completian 4.1. The Work will be complete fQr Final Acceptance withi� 1$0 days after the date when the the Confract Time comtnences ko ru� as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepis the provisions af #he Agreement as to fiquidated damages in the e�ent of failure to complete ihe Woric tandlar achievement of Milestones} within the #imes specified in the Agreem�nt. 5. Attached to this Bid The following documents are atiached to and made a part of this 6id: a. This Bid Form, Sec#ion 00 41 00 b. Required Bid Band, Section 00 43 93 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposaf Form, Sectian Q4 42 43 d. Vandor Compliance to 5tate Law Non Resident Bidder, Sec#ion Qp 43 37 e. MWBE Forms (optionaf ai time of bid) f. Prequallfication Statement, Section 00 45 12 g. ConFlict of Interest Affidavit, Section 00 35 i3 �Ef necessary, CIQ or Cf5 forms are to be provided directly to City Secretary h. Any additionai documents that may I�e required by 5ection 12 of �he Instructions to Bidders CITY OF FORT WORTH 2p23 CbNCRETE RESTORATIQN CONTRACT 3 STAiV�ARD CON5TRUCTION SPECIFICATION �OCUMENF3 104982 Revised 9I3012�21 fl0 41 00 Bid Proposal Workbook UD41 QO BID FORM Page 3 of 3 6. Tptal Bid Amount 6.1. 8idder will complete the Work in aecardance with the Contract Documents for tF�e fallowing bid amaunt. In the space provided E�elow, �lease enter tF�e total bid amflunt for this project. Only #his figure will 6e read publicly by the City at the bid opening. 6.2. It is unders#ood and agreed by the Bidder in signing this proposal that the total bid amount enterec! below is subject to verification andlor modification by multiplying the unit bid prices for each pay it�m by the respecti�e estimated quantities shown in this proposal and then totaling all of t�e extended amounts. 6.3. Total Bid $i,627,186.D0 i. Bid Subm➢ttal This Bid is suhmitted on g125/2a22 Respectfully subrr�itted _ BY: �� ( ig {Prfnted Name) Anup Tamrakar by the entity narned below. Receipt i5 acknowledged af the Initial following Addenda: �Addendum Na. 1: , � �Addendum Na. 2: / � �Addendum No. 3: �f / ��/ �Addendurr� No. 4: � � � � I ..J � Title: CEO compar,y: Urban IR�raconstructian Corporate Seal: aadres5: �26 North Britain Road irving TX 75�fi� State of Incorporaiion: Tx Ema�i: Anup[a�Urbaniconstruct.com Phone: 817-616-5544 END QF SFcCTIDN CITY OF FORT WORTH 2O23 CONCRETE RES7�RATION CONTRACT 3 STAN�ARQ GONSTRUC710N SP�CIFICATION �OCUMEIVTS �041g2 Revised 9I3012021 00 41 p0 Bid Praposal Workbook 0647 43 BIIIP0.�PEJ.4Al. Voge 1 oFl SEGilOF7 Op 42 43 PROPOSALFORM UR�Ii PF�IC� �I� Praject ltem inFormation Bldlist Qescriptipn It�m No. � D135.02U1 Remohilization 2 3471.QOD2 Portable Messaga Si�� ; 9999.0000 Remove end tieplece G' Concrete Drivcway q 9499.00o-0 Remove Concrete and Replace wirh 7" Concre[e Pav�ment HES 5 3123.010f Unc3aSsi5edExcavation 6 3211.0122 F'lex Bese, Type A, GR-2 7 3Z 13.Q208 Concrete H�S (exlra depth) S 1292.Of06 Bla¢kSodPfacemrnt 9 3291.O10U Tapsoil 10 3213.07�U }oint 5ealant l ] 3345.0108 ivliscellaneous Adjusimem ([Jtilifies) 12 9999.0�00 Geogrid Tensar {TRIA7C 140-475} or Appraved equsl 13 3217.2001 Reisad Marker 7"Y W 14 3217.20Q2 Raised Market TY Y 15 3217.2101 R&FL Raised Marker TY i-A 16 3217.2102 REFL Iiaised Marktr TY I-C ]7 32F7.2103 R�FLRaisedMarkerTYfI-A-A ]8 3217.21Q4 REFL RalsCd MarkerTS' 1[-C-R 19 3217.1001 Lane Legend RR 20 3217.1602 Lsne [.egend Arcow 2] 3217.Ifl04 LaneLegendOnly 22 3A41.1301 L.00-pDe[ectorCab]eSawcut 23 3A41.110Z I4 AWG Loop Detect Cable 24 3217.0001 4" 9o1id Thermupfastic (F1A5) Lane Line 25 J217.0281 G" SoliA Thermoptasric (HAS} Lane L'me 26 3217.D3U! B"SLDPvmtMaekingHAII 27 32[7.Q401 IS"SLDPvmttv[arkingHA� 26 3217.0501 24" SLD Pvmt NCxrking HAfi 29 3213.U501 Removc and Replace Bsrrier Free Ramp, Type P-] 3Q 3213.0501 Aemove and Replaae Barrier Free Ramp, Type R-i 31 3213.4501 Reawve and Replace Sauricr prea Ramp, Type M- I lM-2 32 4999.�000 Remove and RepJecc 4" Sidewalk 33 3305.0105 Manhole Adjustment, Major 34 3217.5001 Cwb Addresg PeirtGng 35 9999.�046 Paving Consvuction Allotivance CITYOFFORT WOR'171 Si'�7NtlnNaCONSrnVCTfON SPCCEFIChTION➢OCUM61QT5 Ravisid913�naZS SpBcification Section No. 01 74 00 3471 13 02 41 13132 13 20 02 41 15132 13 13 31231d 321123 32 13 13 32 92 13 3291 19 32 ] 3 73 33 OS 14 99 99 00 �2 17 23 12 17 23 32 17 23 32 17 23 32 l7 23 32 17 23 32 17 23 321727 32 17 �3 34 41 10 3441 lo 32 17 23 � 32 17 23 32 17 23 32 l7 23 32 l7 23 42 41 ] 3! 32 13 28 02A1 ]31321320 �24! 13132132U 024113/�al320 33 95 14 32 17 25 END OF 9ECTIpN Unit oF Measure HA wrc SF SY cv CY CY SY CY LP LS SY �A GA @A 6A EA EA EA �A EA C.F LF Lx LF LF LF LP EA l?A HA SF EA HA eA �idder's Applicafiion ➢id Quantity 1 za 2,200 12,1 ]H zuo 1,260 ]50 z,oao IOQ 2.p00 1 6,006 20d 24�[i 100 IUO �ao ]00 2 z z 600 600 400 4D0 4D0 460 4U0 2 d 2 aao 2 10 i e�aa�rs r�opo58i ilnitPricc 8id Valqe �50�.06 ss�s.aa $1I.Ofl $102.00 ��u.00 �ai.oa $32�.Qp �io.ao �120AD 53.90 55,000.00 $s.oa $6.00 $G.617 36.00 ��.oa $5.0� $6.0� $700.Q0 s�oa.aa ��oo.�o $12.00 S18.OQ $z.00 $2.OQ sa.00 iS.00 $9.04 53,20R.00 $3,200.D0 $3,20�.Q0 59.00 $2,Q00.00 $1 �0.00 SSO,Qa�.00 ToiaE Bi@ $500.�{1 � $13.saa.00l $24,2�6.00 $],236,�3G.40 siz,000.oa $4�,2oa.ao $48,450.00 $20,U00.00 $12,060.fl01 $6�U�.U01 $S,OOO.OQ1 $30,0OO.Off� 31,20Q.d0 ��,�oa.�1I $6ilG,00{ $600.00 $600.(Fp 5690.Q0 $],400,60 s�,aoo.00 ��,�o.Qo1 $7,2RO.ODI $10,8fl0,06� 5sao.ao $800.61} s�.wa.00 $3,200.00� �3,6�0.00 $6,4dU,00 $12,800.00 5��411�d30 ss,soo,ao $4,BDO,tlO $l,ODO.00I $S�Aa0A01 Sl,f,27,186.�pj 2073 CONCRET6 RtlSTORAnoN CONTRACT 3 iaisa 00 41 OG Rid P�oposal Wookbook Op 43 13 gID BOND Paga i of 2 SECiION 00 4313 BI� SqlVD FSN4W ALL BY TH�SE PRE5�13TS: 7hatwe, Urban Infrar.onstrucfian, LLC , Ecnown as "Bidder" hereln altid 5wiss Re Corporafe So�utions America lnsurence Corporation a carparate surety duly authorized to do business in the State of �'axas, knawn as "surety" h�reln, are held and firmly baund unto the City of �ort Worth, a municipal corporaifan created pursuant to the laws af Texas, knawn as "Clry" herein, in the penal surn of fi+ra percent (5%) of B�dtfer'S maxlmum hid price, in lawful money of fhe United States, to be pald in �ort Worifi�, Tarrank Cvunty, 7exas for the payment of which sum well and truiy tn be ma�e, we bind aurselves, our heirs, executors, administrators, successors and assigns, joinily and severally, firmly by ih�se presents. WFI�R�AS, the Princ9pa) has submltted a bid or proposal to perform Wark for the following proJect designated as 2023 CONCRETE RESTQRATION CONTRACT 3 AT VARIOUS LQGATfONS NOW, TH�Fi�FOR�, the condition af this vbligatian is such thak if fhe City shaGl award the Cantracf for the foregoing project to the Principal, and the Principal shall satisfy all requlrements and condltians required for fhe executian of the Contraet and shal! enter into the Confract in writing with the City in accordanca with the terms af such same, then ihis obElgaHon sh�ll he and becom� null and void. iF, however, the f�rincipal fa9ls tv execute such Contract in accardance with the t�;rms af same or fails to satisfy all requiram�nts and conditians required for the execulion of lhe Contract, this Gond sha11 become the properfy ai the Glty, withnut racourse of the Principal andlor Surety, not fo exceed the penalty hereof, and shal[ 6e used to compensate City fvr fhe difference between PrincipaPs tnta! bid amount and tha n�xt selected bidd�r's tatal bld amaunt. PROVIDED FURTFIER, that if any legaf action be fiEed on this Bond, venue shali lie in Tarranf Caunty, Texas or khe United States District Court for tha Northern District af Texas, Fort Worth Divislon, IN WITN�SS WHEREOF, the Principal and th� Surety have SIGNE� and SEALED lhis instrument by duly a�thorized agents and o�Ficers on thfs the 26th day of Auqust , 2fl22. ATTEST: �� < � .: .- % Witness as to Principal CI7Y OF FORT WOiiTH STANDARD CONSTRUCTION SPECIFICATIdN 60CUMENTS Revised 913Q12p21 PRINCIPAL: Urban Infraconstrug�f n, LLC 1 BY: / Slgnatu ��A��'��'dtr, C�'� Na and Tiqe 2D23 CONGRE7E RES70RATION CONtRAG7 3 i00.182 [t0 41 OQ Oid Propas2l Workboak po a3 t3 e�o Qallo Page 2 of 2 �� Witness as #d Surety Attach Power of Attarn�y (Surety) for Attorney-in-�act Address: S26 N. Britain Rd. Irving, TX 75061 SURETY: Swiss Re Carporate SolUtions America Insurance Corporation � , ` c� BY: .��'.i./� f� - �,� �4'"e� Signature ,1 5andra Lee Roney, Attorney in Fact Narne and Title Address: �2pp {Nain Street, 5uite B00" Kansas CitV, Md 64105 Telephone Number: 800-338-U753 `Note: kf sEgned hy an nfflcar of the Sutety Campany, fhere must i�e on file a certified extrack from the by laws showing that this person has authority to sign such obfigafion. If Surety's physical address is diiferent from fts mai{ing address, both rnusf be provided. The date af the bond shall not b�: prior to #he date the Coni�acfi is awarded. BND OF 5 EC'i'ION CIiY p� FOR7 WOR7H 2�23 CONCRE7E RES7bRATION CONTRACT 3 STANDARb C4NSTRUCTEON SP�CIFICATIOS! OOCUMEAtTS i04182 Revised BI34I2021 RO 41 00 81d Proposal Work600k SWTSS RE C4�tP0AA'i'E SOLU'FIONS AM�IiiCA INSUkANCE COTZPOTtATT(?i+T FlKIA 1�IORT�IAMERICAN SYFGiAT.TYTNSUFtANCE COIvIQANY ("StLCSAIC') SWiSS RE GORPbIiA�'E SOT.CJTTQN5 PRLMTLIt INSLIRANG� G�RPOIZATIpI�1 FIKlA WASHiNGTON IIVTI3RAlATfOT�t1L TNSll12ANCE COMPANY ("SKCSPIC") WES'tFORT INSiIRANCS CORPORA'1'TOnii (° WIG") {��NERAL POWER O�' ATTORN�Y KNOW ALL MF�Y BY THESE PItE3ENTS, `I'I-IAT SRC9A3C, a oorpniration duly organized and existing undcr laws af the Stata af Misspuri, and having its principal office in tha City of Kansas City, Nlissonri, And SRCSpIC, x corporation ar�anized and existing under the laws of th,e Stat� af Missouri and hauing itB prinoipal aft'ice in fhe Caty afKansas City, Miasouri, and WiC, organized un�er tb.e laws ofthe State of Missouri, and havin� its principal office in the City of Kansas City, Missouri, eaoh does here6y malce, consCitute and appoint: .I�T-ii� (2. WARD, THOMAS D�UGLAS MOQIi}�, �SMILY ALI.ISOi�I MIRESKA ALLYS�I� W. Z7EAN, MONICA Ri1F3Y VEAZFY, IOHN WILLIANf NT3W$Y. 7'(R(7Y RUSSELL KLY, A�.BRA. �.�� MOON, ANDI2EA RaSS CRn4VI�0AT3, SAI�iDRA LEE itONE'Y, DANA ILEN� MOQItE AND COL1N E. CONLY Jall�€TLY or SEVE1tALLY I�s true an� lawful Attorney{s)-in-Fact, to make, execute, seaJ and deliver, for and on its behalf and as its acE and deed, bonds or other. writin�s nbligatory in the naritre of a band on behaif af each of said CQmpanies, as surety, pn contracts of suretyship as are or may be required or permittad by law, regulatinn, contraet or otherwisc, provided that na bond ar uiidertaking ar aon�ract or suretyship executed under this authoriry shall axceed the amownt af: TWO HUNDl�]� MILLION {$Z00,000,000.40} DOLLARS SWiSS RE Cp'RPORATE SOLUTIONS �'bis Power of Attorncy is gtgnted and is szgned by facsizn�le under and by the authority of the £ollawing ltesolu#ions ad�pYed by the Baards of D9rectors af bokh SRCSAI� and SRCSPi� at meetings du�y called and held on che 1$�h of November 2021 and WIC by written consent of it& Eacecutive Committee dated July i.8, 2011, "RESqL�TED, that any two oithe Preszdenk, any Managing Direetor, any Seniar Vica President, any Vice i'resident, tlie SecraCury nr any Asaistar�t Seeretazy be, and each or auy af tl�em hc�'eby is, autltor�zed to executo a Pvwer of Attorney qusli£ying t�e �ttorney natned in the given Fower of Attarnsy tn execute an behalf af dae Corporation bvnds, undertakings and all conuacts af surety, and that eaci� nr any o1'them hereby is autk�orized to artest to the execution uf any suah Power of Attomey and ta at�a�h therain the seal af the Corparation; and it is �UA"CHEit ItESOLVED, that the signature of such offcers an�! the aeal of the Cnrparation may be al�ixed to any such Pawer of Attorney nr to any certi�ia�te xelatEng thereto by Paasimile, and any such Po4ver af Arinmey vr aerkifiicate bearing s�ic�a facsimile signatures or facsimiie seal shall be binding upon the Go�poratian wher� so affixed and in the iuture with ragard to any bnnd, undcrtaking or contraat of surety to which it is sttached." ��SOLU1TfQ,y�i �r,o"'�LUTlyh�,�, -�SE'. w,c' ti Als. cy a S O,y a, e�4'� y_ �'�p��Gp��r=�'Agr�`i��;+ �p2�G��f��qTcSA'Afi',. Et�cJan�sr¢�,SeoiorVicePreddentafSRCSrIYC&SeniurVieePrrsldent � •'' ��a�,�s� p�' ! � � � �L= ?q� 5 � A L '•�• oF9RC8PTC&ScaEorViscl'sasldantofVYlC s '} cvE , _`-o� :mc �� +t f� '�c6'•• 1973 ti r °z; _;''�:. :'�: � �r'`: '.;�s; q.'�ssa�,�.•�.�,s : ,�;. ,�,�ssau�`�'�� r �� . '', ��S �; a�;,: +�/ �� Q•` CCratd Srgrorv�kl, Viaa PrqldeptaFSRCBAiC & Vlra Praddent uf SRC5P[C "n,,,��m�n••• & VlcePresidenE of WIC • '� S�in�,.�� d��,. IN WLT'1�E�S5 Wf3EitEOF, 5RCSAIC, 3RG5PIC, and WTC hav� caused their o�'icial seais ta be hencunto afffxeci, and these pxesemts w be signed by their authonized aF�cers this 2nd day ai 5tate ofTilinais Count}r nf Cook AiiGl7ST . 20 22 �❑ 3wiss Re Curporate Salutions America Isssurance Carparation ��vi�s lte Corpor$te 5alution� Premier Iuaurance Corparatian Wes#port Insur'ance Corporation qn � 2nd �ay p{� AUGUST ,�fl ��`, beFfare me, a Notaty Public persanally appeared �rik Janssens , Senior Vice Yrresident of 5RCSA,IC and Seniar Vica President of SRCSPiC and Seaior Vice P[eside�t af V►�IC and Gerai,d Ja�rowski , Vice President of 5RC5AIC and Vica Presideqk of SPCSFIC anci Vica Presiden,t of WiC, personally knorvn tc� me, wha 6e�sg by me duly swom, acla�owledged that daey signed the above Power af Attvr6ey as ofFice�s of and acknor�+ledgad saisl instrumettt to be the �1��nMry ar.tand deetl nf their regpeptiVB G9mpatlles. ' �'e� .•. i l� nR�tL �- �' . .a �4ff3 Y!!C�+� 5[%�5 '� �- . � . ;i . -, �r,f .��k _��k�,n��vl'd�c.[U��4��srna ' ��.c i H�Cnmmy��gidw•�e, ' _ ___ _ ___ __ ��;t:��,� �+a, r�. �ap� Yasmin A. patel, N'atary I, deifrev Goldbers., tE�e de�ly ele�ted 5enior Viee Presidenf end AssistantSecretaev of SRCSAIC atxd SRCSPiC and WTC, da hereby cerfify that ihe ahave and %regoing is a hue and eorrect cnpq af a Pawer of Attarney given hy seid SRCSAIG and SRCSPIC and WIC, whiah is still3n fidl farce and e#fect. I1d WI'I'N�3S WE�REOF, I ltave set my head and affixed die seals af the Campanies this 25th day � August ,�0 22 , a.> ,� ,� . � . . • : Ieffiey Gold6org, Senior Vice Preszdenc & Assistant 5eoretary of SRCSAIC and 3RC5PIC ancf WIC IMPORTANT NOTLCE In arder to o�taiin inf'ormatio�� a�• maks a complaint: �'au r,�tay contact Jeffrey Galcfl�erg, Vice President - Claim�, at 1-500-33&Oi�3. You �nay caii Swiss Re Corparate Soiutions America insurAuce Corpnratinn or Sr�iss Re Carporate Solutions Premier InsurRnce Co�rpor�tion's tQl,l-free ntimb�r fnr i.nformatafl� az• ta make a com�lainl• �t: 1-500-33�-Di�3 Xou may a�sa writc to Swiss Re Corporate Salatio��s Amerfca Insurance CQrparation ur Sw�ss Re Co�rpnrate Solutians Premier Insurance Carpora�ion at tl�e following adclress: ].450 American Lane, �uit� 1100 Schaumbur�, IL 6�1'�3 Yo� tnay cantact the Texas DeparCmenC of lnst�ranee to obfain inforn�alion on cornpa�ies, cov�rages, rigixts az eomplaints at: 1- 800 ��2 3439 You may v,�ite th.� Texas Department of Insurance: P.O. Bo� 1491U4 Ausfin, TX 787i4-91tT4 Fax: {5�2} 47S��i71� Web: hitu:l/vvww.tdi.state.tac.us C�mai�:ConsumerProtecttania�t[li.state.tx.us P1tElVTYCTM OR CLAIM D15pUTE5: �ho�l.d you have a dispute concerni�g your premir�ni or �bout a cfaim you s4�ould first contact the �vviss Re Corparate Soautiuns America Insurance Corporation or Swiss R� Corparate Sc�[u#ions Premiew �nsurance Corparation, if the dispute is not resolved, yau may contz�cY i�ie Tcx�s Depari.�nenx of Insurance. ATTACH THYS NOTTCE �O Y�UR ,POL��Y: This notice is far infannat'ton� o��iy and does not become a part ot condition of the attachecl docurne�xk. AVI�O IMYORTANTE Para obtener inforn�acion o para soin�ter. u�� queja: Puede coinunicar�e Con Jeffi'ey Co��tberg, V4ce �'resicient - Ci�itus, al �-8D0-338-0753, Usted p�iede lla.nir a1 �umero de tetefon� �ratis d.e Swiss l�e Carporate Sa�ut�ons America Ies�rance Curporat�on o Swiss Rc CorporaEe SoluNana premier In�urance Car�oratian's para infarmacion a partt sai�a�tez iula qucja �.I: 1-$QQ-338-0753 Usted tambien �u�de escrib'rr a Swiss Re Corporate Solu�inns Arneriea Insurance Corporation o�viss 1te Corpnrare Solutinns Premier Insurance Corporation al: 1450 A�neri�au Lane, Suite 1JD0 Sci�umburg, IL fiU173 1'uede eseribir al .�epartnue�;to cEe Seguros de Texas pflra obtcner iixformacion acet•ca dc companias, coUerl.luas, d�rec�os o quej�s al: �.- 800-252-3439 Puede escribi� al Departmento cie Seguros de Texas: P.�. Box 1491.U4 Aust�n, TX 78714-9104 Fax: (51.2} 475-1771 Web: htto:/lfvrvrv.tdi.sfate.tx.us E-mail:Consumer.Protec�ron rr.tdi.state.tx.us DrSPUTA� SOI3RE PRI.MAS O 1tECUAMQS: Si tiene una disput� concernienie a su pF-ima o a Ytn reclamn, debe camunicarse can el �wiss Re Corporate Solu4ons A�nerica �nsurance CorporAhon o Swiss Re Corporate Sotutions Premier Insurance Carporation pximura. 5i na se resuelve la disp�,ita, puEda entonces camunicarse con eI Departrn�nto d� Seguros de Texas. UNA ESTE A�ISO A SU POLLZA.: �stc aviso �s solo para �xo�osita de infromacion y no se canverte e�i parte o condicion de! documento adjunta. 0o as s� VENIJOR COMPLIANCE TO STATE LAW Paga 1 of 1 S�CTlOW 00 43 3i VEN�OR COMPLfANCE TO STAT� LAW NON RESIDEN7 BlDDER Texas Governmen# Code Chapter 2252 was adoptec! for the award af contracts to nonresident bidders. This law provides that, in order to k�e awarded a contraet as low bidder, nonresident bidders (auf-af-state contractors whose corporafe offices or principal place of business are outside the State af Texasj bicf projects far construction, impravements, supplies or serviees in Texas at an amour�t lower than the lawest Texas resident bFdder by the same amount that a Texas resident bidder would be requirecf to underbid a nonresident bidder in order to obtain a comparable contract In the State which the nanresident's prl�cipal place of business is iocated. The appropriate bfanks fn Section A must be filled oui by all nonresiclent bidders in order for your bid to meet specifications. The failure of nonresldent bidders to do so will automa#ically disquaiify that bidder. Resident bidders must checfc the box in Section B. A. Nonresident bidders in the State af , our principal place of �usiness, are required to be perceni lower than resident bidders by State Law. A copy of the statute is a#tached. Nanresident bidders in the State of are nat required to underbid resident bidders. , our principal place of business, B. The principal piace of l�usiness of our company or our parent cornpany or majority ow�er is i� ihe State of Texas. 0 �i�n�rt: Urban Infraconstructian END OF �ECTION BY� Anup T rakar � � �� Title: CEO Date: $/25/2022 CITY OF FORT WORTH 2O23 CQIVCR�TE RESTORAiION CONTRACT 3 STANDARR C�NSTRUC710N SPECIFICATION �OCUMENTS 104i82 Revised 913DI2021 DO 41 00 Bid Propasal Workbookj OU4512 PREQUALIFICATION SFATEMENT Page 1 of 1 S�GTION 00 A�5 12 PREQUALIFICATION STAT�MENT Each Bidder for a City procurement is required ta complete the information below by identifying fhe prequalified contractors andlor s�bcontractars whom they In#end to utilize for the major work type(s) listed. Major Work Type Nflt Applicable Not Ap�licable No# AppHcable Nat Appficable Not A�plicable Not Applicable Nat A�aplicable Not Applicable Na# Appiicable Prequalification Expiration Date Nat Applicable The undersigned hereby certifies that the contractars and/or subcontractors described in the table abo�e are currently prequalified for the work types listed. �i��: Urban fnfraconstruction ° �y� Anup Ta ar 0 a — �5i - - - 0 Title: GEO Date: 8/25/2�22 ContractarlSubcontracior Campany Name EPI� OF SEC7'ION CITY OF FOFtT WOR7H 2O23 CONCRETE RESTORATION CONTRACT 3 STANI7ARD COMSTRUCTION SP�CIFICATldN DOCUMENTS 104182 Revised 09/30/2021 00 41 OD Bid Proposal Workboolc 004526-t coNTi?.ACrOR CpMPLT?.NCE wlTi� woRKER'S COMP�'NSATi�N LAw Page 1 of I 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 l9 zo 2I 22 23 2�4 25 26 27 28 2� 34 3I 3� 33 �4 �J 3G 37 38 39 SECTIO� 40 4�� 25 CONTRACTOR CdMPLIANCE '4VITH 'W QRKER'S C�MPENS�LTIOIV' L.A.yV Pursuant. #o Texas �,�bar �ode Section 4Qb.Q46(a), as amez�ded, Contractor certi�s that it proviides warker's cornpe�isation insuranc� cqve�raga for a�l .of i�s ezn�loyees Qrrip�oyed ori �it� Projec# No.104182 CQntractor.further ceztifies that, pursuant to Texas Labar, Code, 3eciiott 405.09��b), a� a�nenc�eci, it vvill pravide tQ Ciiy its sul�contractor's. certi�'icates of connpliance with wor�er's compensation ca�v�rage. CONTR�.CTOR: t� ��;� r��,►��r b� L�.� By: Coaa�pan.y �J �--�'� � ��t i � ��`�'�i Yj�� Szg,�a,� ture: Atldress `� ��'� ' t �" .��L'�� '�ztXe: City/State/�p THE STATE 0� TEXAS § �� r��. ( ase P�nt} -- --- � �� L� {Plaase Printj COUNTY` O�' T�1RRl�1NT � B�F RE ME, i1�� d�tsig�ed authority, on t�iis day personaliy appeared i ��/`c a� , kno� to me tQ b� the person whose name is st�l�sc�b�d the fore�oirig irisirument, �d ac��wledged. t nne t�at helshe �xecuted the same as the act and deed o� �,�,�,(�,, ��- f�r the gutpos�es aand eonsideY`a�i'ton therein expressed an in �ha ca,paeit�y th�rein stated. � GI EN UNDER MY �IANp AN� SE.A.�, OF OFFICE this � daq af > za_.�-- a.,. ,...._,...,. „.. a .,, .:.,. ....�....�. ,,,.,...��► ��y'AYp.�,�g;c_ ��i��. � �r :+ta �'R: N �3�1C 121 ��}� EJ� Xa8 ENII OF SECTiON Ci'FY OF FOitT WORTH 5TANDARD CONSTRUCTION SPECIFICATION DOCiJMENT5 Revisgd 7uly 1, 201I 2023 CONCRETE RgSTOR?:TIdN COT]'FRACT 3 crrY�Ro.�c�r�o. ioaisx 004540-1 Busiuess EquiYy Gpal Page 1 af 2 1 SECTION 00 4� 40 2 Business Equity Goal 3 APPLICATION OF POLICY 4 If the total dollar �a1ue of the contract is $J OQ,004 or more, tlieii a Business Equity goal is applicable. S A Business Eq�ity Firm refera ta certified Minority-, and/ar Women-, owned Susiness Enterprises 6 (M/WSEs). 8 POLICY STATEMENT 9 It is the policy of the City of Foi�t Worth to e�sure th� fi�ll and �quitable paa��ticipatio�� af Business �,quity 14 Firms when ap�licable, in the procurement of aIl goods and services. All requzrements and regulations 11 stated in the City's Business Equity Ordinatice No.25165-10-2021, {replacing Ordinance No. 24534-11- 12 2020 {codi�ed ai; k�tt�s:l/�odelibraft,amle al.comlcode.�lftw:rrth/lat�st�i�w.�rth_ tx/0-a-0-225��1 apply to I3 t11is bid. 14 15 BUSINESS EOiI1TY PROJECT GOAL I6 The City's Business Equity goal on this project is 21% of #he total bid value of the contract (Base bid 1`7 applies to Par�1�s cmd Community Ser�vices). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applied, offerors are required to comply wiili �li� City's 21 Business Equrty Ordina�lce by meeting or e�ceeding the ahove statad goal or othetwise co�ply with the 22 ordinance tlirough one of the following metihods: X. Commercially useful services performed by a 23 Business Equity prime contractor, 2. Business Equity sulacantracting participatian, 3. Com6inatioa 2� of Busix�ess Equity prime services and Sasiness Equiiy subcontracting participation, 4. Business 2S �quity Joint Venture/Mentor�Prote�e pariicipatian, 5. Good Faith Effort documentation, or 6. 26 Prime contractor Waiver documentatian. 27 28 SiTSNIITTAL OF R�Q�Ul1tED DOCUMENTATICIN 29 Applicabl� documents (listed belaw) must be recei�ed by the Purchasing Division, OR the affaror shall 30 EMAIL the Business Equity documentation to the assigned City of Fort Worrth �roject Manager or 31 Department Designee. Dac�ments are to be received no later than 2:Q0 p.m., on the t�ird City 32 business day after the bid opening date, excluseve of the bid opening date. 33 34 The Offeror must submit oiie or more of the following documents: 35 1. Utilization Form and Letter(s) of intent, if the goal is met or exceeded; 3S 2. Goad Faith Effort Form and U'lization Form, including supparting documentatian, if 3? participation is less than stated goal, or no Business Equity participation is accompiished; 3S 3. Prime Cantractor Waiver Form, ineluding supparting documentation, if the Offeror wi11 perfarm 34 alI subcontracting/supplier opportunities; vr 4Q 4. Jaint Venture/Mentor-Protege Farm, if goal is met or e�ceeded with a]oint Venture or Mentor- 41 Yrotege participation. �F2 43 These forms can be fvund at: 44 Business Equity Utilizatian Form and Letier af Int�nfi 45 httt�s://anns.fartw�rEhtexas.�ov/ProiectResauroeslResoarcesY/6Q - MWBEIl3usiness Eauiri Utilization 46 �orrr� DVIN 2022 220324.�df - 47 48 Letter of Intent CITY OF FORT WORTH 2O23 CONCRE'FE RESTORATION CQN"1-Rf1CT 3 STA7VI3ARD CONSTRUCTION SPEC1FiCATION bOCUMEt3T5 CityProjectl�io. 1Q4i82 Revised October 27, 2021 004540-2 I3usiness �quity Gaal Page 2 of 2 1 littps://�pus.fortrvorthtexas,;�ov/ProiectResources/R�sourcesP/60 - MWBE/Letter of Int�nt DVIN 2 2Q21.�df - 3 4 Busiaaess Equity Good Faith E�Foi�t Form 5 �tttRs://apps.fortworthtexas.�ovlPraiectResources/ResourcesP'60 - MWBE/Good Faith Effort 6 Form DVIN 2022.ndf � — — - 8 Business Equity Prime Contractor Waiver rorm 9 httns://at�ns.fortworthtexas.�ov/Pr�jectResourceslResourcesP160 - MWB��MWB�, Prime Contractor 10 Waiver-220313.pdf 11 12 13 l4 15 l6 17 I$ I9 2D 2I 22 23 24 25 2b 27 28 29 30 Business Equity Joint Venture Farm https://apps.fortwarthtexas.�ov/PtoiectResource�/ResourcesP160 - MWBEIMWBE Joint Venture 220225.�df FAjT.TTRF. TO ACHIEV� TH� GOAL QR OTH�RWI�E COMPLY WITH TH� QRDINANCE WILL RF�TTi.'�' IN TH� ��nn�'��OFFEROR SEING DECLARED NON-R�SPONSIVE AND THE BID REJECTED. FAII,UR,E TO SUBMIT THE R�OUTAED BUSINE5S EOUTY DOCUMENTATION OR OTH�RWISE COMPLY WITH TH� ORDINANCE WILL REStiLT IN THE BID BEING D�CLAAED NON- R�SPONSIVE. TAE BID R�J�CTED AIVD MAY SUBJECT THE EIDDER/OFF�RQR TO SANCTIONS A� DESCRIBED llV SEC. 28-373 4� THE URDINANCE. For Q�estions, Please Contact The Bu�iness Equity Division of the DeQartment of Diwersity and Inclusion at (81'�) 39�-�6i4. END OF S�CTrON C1TY OP PORT WOATH 2O23 CONCRETE REST�RATIQN CONTRAC'T 3 STA7Vl]ARD CONSTRUC7'1QN SPECIFICATION DOCUMIEIVTS City PrajectiVo. 1Q4182 Revised Qctaber 27, 2Q21 00 52 43 - J Agreement Page 1 of 7 SECTI4N 00 5� 43 AGREEMENT THIS AGR.�EM�NT, autllorized an November 29, 2022, is �nade by and betwc;en the City of Fort Worth, a Texas home rule municipality, acting by and t�irougl� its duly autharized City Manager, ("City"), and Urban �nfraconstruc�ion, LLC, autharized to do business iii Texas, acting 6y and through its duly authorized representative, ("Contractor"). City and Contractor may joinxly be referred ta as Parties. City and Cantractor, in consideratioM ofthe mutual covenants hereinafter set forth, a�ree as follows: Article 1. WORK Contractor shall complete all Work as specified or iiidicated in the Contract Documents for tl�e Project ideiitified herein. Article 2. PROJECT The projeot for whicla the Worlc under the Contract Documents rnay be the whole or only a part is generally described as follows: 2Q23 CONCRETE RESTORATION CONTRACT 3 CITY PROTECT NUMBER I04182 A�rticle 3. CONTRACT PRICE City agireas to pay Contractor for performance flf the Worlc in accorda�ca with the Contract Documents an amount, in current iunds, of �NE NIII,LION SIX HiJNDRED TWENTY- SEVEN THOUSAND, ONE I�iTNDRED EIGHTY-STX AND 00/100 DOLLAR.S {$1,6Z7,186.00). Cozatract price may be adjusted by change orders duly authorized by the Parties. Ariicle 4. CONTRACT TIM� q .1 Final Acceptance. The Work shall be complete for Final Acceptauce witliul 180 days after the date when th� Contract Tiine comrt�ences to run, as provicied in 1'aragrapi� 2.02 of �I1e General Conditions, plus any extension thereof allowed in accordanca vvith Article 12 of the General Conditians. 4.2 Liquidated Daznages Contractor recognizes that time fs af the essence for completion nf Miiestones, if any, and to achieve Final Acceptance oF the Work and City and the public will suffer from loss of t�se if fihe Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor alsa recognizes the delays, expense and difficulties involved in proving in a Iegal proceeding, the actual loss suffered by the CiTy zf the Work is not completed on time. Accordingly, instead of requiring any such praof, Contractor agrees ihat as liquidated damages for delay {but not as a penalty), Contractor sha11 pay City Six Hundred Fifly AND 0011 QO Dollars ($650.00} for each day that expire,� a£ter the tirne specified in Paragraph 4.1 for Final Acceptance until the City iss�ies the Final Letter of Acceptance. Article �. CONTRACT DOCLTMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Cantraeior concerning the Wark consist of the following: CITY OF FORT WORTH 20�3 CQNCRET� Ti�S`1'ORATI0IV COI�fTRACT 3 STANnARD CONSTRUCTION SPECITICATION DOCUMENTS CITYPROJECTNO, 1[?4182 Revised 8/2212022 005243-2 Agreemenl Page 2 af 7 1. This Agreament. 2. Attachments to this Agreement: a. Bid Form 1) Proposal For� 2) Vendor Compliauce to State Law Noi1-Residei2l: Bidder 3) Prequali�'ication Statement 4) State and �'ederal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance AC(�RD Form(s) d. Payment Bond e. Perforrn,ance Bond f. Maintenance Bond g. Power of Attorney for fihe Bonds h. Worker's Compeiisatian AfFidavit i. MSE ancilor SBE Utilization Form 3. G��aeral Conditions. 4. Supplementary Conditions. S. Specificatians speeifically made a parl: ofthe Contract Documents by attachment or, if tlot attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentati�n submitted by Contractor prior to Notice of Award. 9. The faIlowir�g which may be delivered o:r issued after the Effective Date of the Agreetnent and, if issued, becoine an incorporated part of the Contract Documents: a. Notice ta Proceed, b. rield Orders. c. Ghange Orders. d. Letter of �inal Acce�atance. Art�icle 6. INDEMNiFTCATION 6.1 Cantractor covenants �nd agrees to inde�nify, hold harmie�a and de�'end, at X�s own expense, the city, its officers, servants and employees, from and against any and all claims arisi�g out of, or alleged to arise out af, tl�e wo�rl� and services to be perfarmed by the contractor, its of�cers, a�ents, employees, subcontractars, licenses or invitees under this contract. This indemnificatio�a provision is speci�callv intenc�ed to onerate a�nd be effective even if it is aile�ed or proven that all or some of the dama�es bein� sought were caused, in whole or in qart. bv anv act, omission or ne�li�ence of the citv. This indemnity provision is inte�ded to include, wfthae�t Iimitation, indennniiy for eosts, expense� aud legal fees ineurred by the city in defending agarnst such claims and causes of actions. CITY OF FO1tT WORTH 2023 CdIVCRETE RESTORATION CdNTitACT 3 STANDARD CONSTRUCTION SPECIFICATION 1]OCUM�NTS CI'tY PROJECT?�10. 1041$2 Reaised &l22/2D22 OQ5243-3 Agreement Page 3 of 7 6.2 Contractor covenants and agrees tn indemnify and ho�d harmless, at its ovvn expense, tf�e city, its officers, servants and employees, from and against any and al� loss, damage or destr�ction of property of the city, arising out af, or alleged to arise nut of, the work anri services to be performed by the contractor, its of�cers, agen#s, employe�s, subcontractors, lice�sees or invitees under this contrac� This indemnification urovision is sneciiicallv intended to anerafe and be effective even if ii is alle�ed or nrnven that all or some of �he dama�es bein� sou�ht vvere caused, in �►�vhole or in part, by anv act„ a�nission or ne�li�ence of the ciiv. Article '�. MISCELLANEOUS 7.1 Terms. Terins used in this Agreeme�it which are de�ned iii Artiele i of the General Canditions wiIl have the meanings indicated in the General Canditians. 7.2 Assigtunent of Contract. This Agreement, including all of ilie Contract Documents may not be assigned by the Contractar without the advanced express written consent of the City. 73 5ucc�essors and Assigns. City and Contractor each binds itself, its parhiers, successors, assigns and legal represen#atives to the other party� hereto, in respect to aIl co�enants, agreements and obligations contained in the Contrac# Documents. 7.4 Severability/Non-Waiver o�CIaims. Any prnvision or part of �e Con�ract Documents held ta be uncanstitutional, vaid or unenforceable by a court of competent jurisdiction shall be deemed stricke�, and all remaining provisions shall continue to be valid and binding upon City and Cont7ractar. The failure of City or Contractor ta insist upon the performance of any term or provision of this Agreement or to �xercise any right granted her�i� shall not constitute a waiver of Ci�ty's or Contractor's res�ective right to insist upon appropriate performaiice or to assert any such right on any future occasion. 7.5 Gaverning Law and Venue. This Agreement, including aIl of the Contract Documents i� per%rmable in the State of Texas. Venue shall be Tarrant Cnunty, Texas, or ihe United States District Court far the Northern District of Texas, T['OI'i WOPt� D1V151pI1. 7.� 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreem.erzt if signed by sameone other than the duly autlioriz�d signatory of the Contractor. Nan-appropriation of �`unds. CITY OF FORT WORTH 2D23 COI�lCRETE I�STORATION CONTRACT 3 STANDARD COI+]STKI7CTLON SPECIFICATION DOCUM�ITS C1TY PROJECT 3V0. 104182 Ravised 8/22I2022 00 52 43 - 4 Agreement Page 4 af 7 In the eveErt no funds or insuffcient funds are apprapriated by City i�a an:y �scal period fo�• any payzx�.ents due la0reunder, City will nntify Vendor of such occurrence and this Agreement shall terminate on the last day of tl�e fiscal period fQr which appropriatzons �vere received withaui p�nalty or expense to City of any kind whatsoe�er, except as to �lie portions of the payments herein agreed upon for �uvhich funds hav� bean appropriated. 7.8 Prahibition On Contracts With Companies Boycatting IsraeI. Contractor, unless a sole proprietor, acicnowledges tl�at in accordance with Chapter 2271 of the Texas Govez•�ainent Code, if Cantractor lias 10 or more fuIl time-employees a��d the contract value is $lOQ,OflO ar more, tl�e City is prohibited from er�tering into a co��ta•act vuith a company for goods or services ur�less the contract contains a written verification from the company that it: (1) does not boycatt Israel; and (2) will nat boycott Israel dut•ing the tenn of �lie contract. The terms "boycott Tsrae�" and "company" shall have the mea��ings ascribe� ta those terms in Section 8Q8.001 of tl�e Texas Gavernment Code. By signin� this contract, Contractor cerN#"�es that Contractor's signature provides wri#ten veri�catxon to the City that if C�apter 22`�1, Texas Government Code applies, Contractor: {1) does not boycott Isra�l; and (�) will not boycott �srael during t�e te� oifhe contraci. 7.9 �ra�ibitzon on Boycatting Ei��rgy Cnmpanies. Contractor aeknowledges that in accarc�ance with Chapter 2274 of ihe Texas Government Coci�{as added by Acts 2021, 87th Leg., R.S., S.B, 13, § 2}, the City is prohibitec� fram entering inta a contract for goods or services that has a valu� of $lOQ,000 or more, which will be paid wholiy or partly from public funds of the Cit�+, with a campany (with 10 or more fUll-time amployees} unIass the cnntract contains a writ�en veri�'ication from the company that it: (1) does not boycott energy c�mpanies; and (2} will not boycott enea•gy eompanies during the term oi the contracfi. The terms "boycott energy company" and "company" have the meaning ascribed to tliose terins by �hapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). Tti the extent th�t Chapter ��74 of the Gov�rnm�nt Cade is applicable to this Agreement, by signing this Agrcement, Contractor certi�ies that Contractor's signature provides writien verificatian ta the City that Con�ractor: (1) does no� bo�cott energy campanies; and (2) wiIl not boycott en�rgy companies during the term of this Agreement. 7.10 Prohibition on Diserimination Against Firearm and Ammunition Industries. ryr�•c��s��:�i�e�c��;�ir:i 2Q23 CONCRET� I2�STORATIqN Cf�NTRACT 3 STANI3ARIa CONSTRUC'�ION SPECIFTCATION DOCUM�NTS CITY PItQ7ECT NO. 144182 Revised $/22/2p22 U05243-5 Agreement Page 5 of 7 Contractor ackiiowledges that except as otherwise provided by Chapter 2274 of the Texas Gove�•nme�it Code (as added by Acts 2021, 87th Leg., R.S., �.B. 19, § 1}, the City is prohibited from entering into a conh•act for goods or services that has a vaiue of $100,000 or more which will be paid wholly ar partly from public funds of the City, with a company (with 10 or more �ull-time eznployess} unIess the eontract contains a writt�n verifieation from the company that it; (1 } does not have a practice, policy, guidat�ce, ar directive �hat discriminates against a firearm en�ity or firearm trade assaciation; and (2) �vill not discrirninate during the term of the contract against a f��•eaz-m antity or fireaa�m trad� association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 af the Texas Government Coda (as added by Acts 2021, 87fih Le�;., R.S., S.B. 19, § l). To the e:rtent t�a# Chapter 227� of the Gov�ernment Code is applicat�le to this Agreement, by signing thi� Agreement, Contractor certifies that Con�ractor's signature provides wriiEen verification to the City that Contractor: (1) daes not have a practice, poliey, gnidance, or directive that discriminates agaiast a �rearm entity or firearm trad� assaciatic�n; and (2} wili not discriminate against a firearm entity or firearm trade association during the term nf this Agreement. CITY OF FORT WORTH 2023 CONCRET`E RESTORATION CONTI�ACT 3 ST1INQARD COMSTRUCTIDN SPECfFICATION DOCUMENTS CTTl� PROJECT NO. 144LS2 Revised 8122I�022 005243-6 Agrecment Page 6 of 7 7.11 Immigration Nationality Act. Cont�-actor sliall verify the identity and �mployin�nt eligibility of its employees who perfor�n worlc under #his Agreement, including completiiig the Empioyment EIigibility Verifieation Form (I-9). Upon request by City, Contractor shall provide City with copies of all T-9 %rms and suppoz�ing eligibility docuzx�entatzon for each eKnployee wha perfarms work under this Agree�nent. Contractor s1ial1 adliere to aIl I'ederal and State laws as weIl as estabjish appropriate procedur�s and contrals so that no ser�ic�s wiIl be performed by any Contractar employee who is not legally eligible to pei�forin such seivices, CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY H�MT.ESS FROM ANY PENALTIES, LIABILITI�S, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH SIr CON'i'RACTOR, CUNTRACTOR'S EMPLOi'��5, SUBCONTRACTORS, AGENTS, OR L�CENS�ES. City, upon written notice to Con�racior, sha.11 l�ava the right to i�nmediateIy terminate this Agreeinenti fot'violatians aithis pro�ision by Contractor, 7.12 No Third-Party Beneficiaries. This Ag�•eement gives no rights or benefits to anyone other than the City and tlie Coniractor and tiiere are na third-party beneficiaries. 7.13 No Cause of Ac�ioi� Against Engineer. Contractar, its subcontractors and eyuiprnent and inaterials suppliers on the PROJECT or their sur�ties, shall rnaintau� no direct action against the Engineer, its officers, employees, and subcantractors, for any claim at•ising aut af, in coruiec�ion with, or resulting from the engineering se�vices perFormed. Only the City will be the beneficiary of any undertaking by the Engin�er. The presence or duties of the Engineer's personnel at a canskruction site, whe�lier as on-site representatives or otherwise, do not make the Engineer or its personnel in any way responsible .for those duties t�at beloa�g to t�:e City arad/or the Ci�y's constructian contractars oc other entities, and do not relieve the eonstrucYion confiractors or any other eutity oi their obligations, dutias, and responsibilities, including, but not limited to, all consiruction methads, means, techniques, sequences, and procedures necessary for coordinating and coinpleting all portions oithe construction worlc in accord�nce vvith t�� Contract Docum�nts and any health or safety precautions required by such construction worlc. The Engineer and its p�rsonneI have no authority to ax�rcise any control over any cons�i•uction contractior or other entity ar their employees in connection wi�h their work or any health or safety precautions. C{T1' DF �'ORT WORTH 2023 CDNCRETE RESTORATION COI*1'i'RACT 3 STAND�tD COt�STRUCTION SPECIPICAIIOT� DOCUM�[�fTS CITY PR03ECT NO. 1041$2 Revised 812212022 OD52�43-7 Agrecmcnl P�gc 7 of 7 IN WITNCSS �NHEREOT`, City and Coaitracta►l�ave e�cli exec�ited tl�is Agree�neirt to Ue effective �s af tlie date subsccibed by the City's designa�ed Assist�nt City M�itager ("Effective Dato"). Coirti�acto�•: UrUan I�ifracoi�struction, LLC By: �hr�� Signature P�n��p Tan7rak�r {Pri��ted Name} �� Tit(e 52G Nortli Britain Rqad Address Ii•viiig, Texas 75061 City/State/Zip Date Dec 1, �0�� City oF Fo�•t Woi�fl� By. W�� Vi�illi�m M �ohnsoEi Assis��nt City Man�ger J a n 5, 2D23 Date Attest: � t � �oa� Janr�atte Goadall, City Sec�•�tary (Seal} M&c: za-�aaz Date: 1 l -29�2022 Form 1295 No.: 2022-9463 S 1 Co�ata•act Coinpliance Ma��ager: By sigui�ig, I acicno�wledge th�t I�ni t13e persaii responsible fac th� inoi�itocing and admi�aist��atio�i of tlais catit�•act, i��cludi��g ensut�ing all pecformance and repoi�ting reqt�irements. � - - • �— Ta�•iqu( islaan Project Ma��ager Approved as to Fa�'lll A11CI LO�alltj7: ; T$Y�mv A�n�-�- MPn �h �ii� Douglas W. Blactc Sj•, Assistant City Atto��i�ey A!'PROVAL RECOMMENDED: � �_ _,�aorr.��-- - - -. - � . Lanren Prfaur, Inte�•im Director Transpartation & �'ublic Wo�•!cs Depa��ti�ei�t CiTY OF FOEiT WORTI-I 2023 CONC[��'1'C ItC57'OI2A'C10N CON'CRAC"�' 3 S'I'AiVDAR[7 CONS'{'RUC7'!ON SPf�CIFICtI'fIQiV DqCUMCN'PS CITY PROJBC'i't�0, 10�1 E$2 Itcviscd 8I22/z�22 00lI [3-1 PL'•RFURMANCf� BOND Pagc 1 of 2 1 2 3 4 5 C 7 8 s�c�•yoN oo �,1� �'��t�OR11+IAiVC� SONi] �oc�d No. 2340218 � iiF C'1'�T1C �'!!�' 'f'�.Kr'�*.�" § � [�tOW AL�. �3Y 'r��;�� PRi:S�'N�fS: COUN'I'Y U�+ �['r�42RA�JT �j That we, Urban Infraconstruction, L�.t" knawn e� "D; �nci� fl1" 4�ercin an�! Swiss Re Co�'porlte Snluiiuns Ait�erica lnstu•nncc C�r}�•; ur.ilhm , a corpvr�te �urety{SufCtic�, i�rn::re t�afln 9 one) duly authorized to da bus.inc�s it� the State of Texas, k�lown �s "Se!r=!y" ��cr.in (w3�ather ane 1p or ntore), are l�etci sad finnly bound unta th� City of �ort Worth, a municipal corporation created i 1 pursuant to tbe lsws oFTexas, known as "City" k�erein, in the penal s��m at; ONE M1LL,14N SIX I2 HUNDR�D TWENTY-SEVEN TI-[OUSANA, �NE HUNDRED E[G�-iTY-SIX AND OD/I00 l3 DOLLARS {$1,627,186.00}, lawful money o�'tlie Unitcd 5tates. ta be pAid in Fort WorT1�, Tan-ant 14 County, Texas for ti�e payinent Qf whiclt sun� w�� und �r,,,y ;01�e in��1e; w�: Ibind ;rursel�ea, vur i S I�eirs, e�ecittars, �'.ak?1177181Yn[i}t5r st�,�es:ssur� atrd assigns,, j�oin�ly a!?d �avrlaiiy, f i-�nly by �i��.tie 16 presents. I7 �� ;��C, i#�: 3��•ittt`i�+.�!k ��t�?a ��'►lered i�sks o t��'t�in wriCl�;� �u::�r�� n:tl� �l:� �:};� 18 av�rarr�ed t�ie �9r�� ci�y flf�'�vember.l(i22, ��h��n �nr:±:��t yg h�:-=►�y referred to And �nade a gari i9 t�ereoffor $I.l purposes as i.�fuIly ser �orth h�rei��, to �`urrtish a1l mat�riAls, eqaiprnent l�bar and 20 other ��ees�aries {�e��i�d !ay �•:�v, in ihe p�fUS�CUU0i1 4�t�3�'�!�nsk, in��:,��ing any Cliangc Orc{ers, 2l as provided £nr in said Contract designxted as 2Q2] G'�7NC;�:'��'L !�ES"CU1�ATfON CONTRACT 22 3, Ciry Pro�ect No.104182. 23 NUW, �[`L�I�R�FORE, ehe condition �t tlzis �ibYi�atYon is suc� that if the said �'r::��1 24 slsall faitltfully �er�orm it al�ii�;�tia��s �nder the Cantracl �nd :sl�a11 iis all resnects duly and 25 faithfu��y perfai�rn tl�e Work, including Ci�a��e t�rders, us�der the �antract, t�cordir�g lo ihe �lans, Z6 speeificatior�s, and contract doeu��3ents theeci�� erred to, and as well durii:�; any pet�iod ot' ?7 cx#e�s'ton c�f t�:� �a^tr; :: kh?i r�7av �e �i�nteiS ari !he nari �{!hc �:ry. then ��iis �abCtgativt� �h�+El hc �S �!�� ecotne nnli and voic#, oibenv�se to re�nain �n luJ] fvrce and e��'ect. z� 30 ��R�VLV]�x} �U_Xt'f'k1�R, �that 1f r�ny legal �ction be �ilcd �n tlyis Bnnd, wenuc sl�all [ie in 'I'arrant County, Texas ar thc Ui�ited States District Court for tl�e Narthern District of Texns, Fort 31 Worth Division. CITY (�F �OR7' WOR'CH STANDARbCO1�tSTRiJGTION SPLClFICATION DOCUNiENTS Reviscd July E, 201 I znz3 cntvc�tc��r r:: s�eortn�rw�r� c��v��n�s:�� 3 CITY J'ptpJ L'i'T YU. I O�i 1�2 4fif (i l l3 - 2 PERf�ORMANCL f3DND Pngc 2 of 2 l Tliis bond is rr�ade and executed in co�npliaiice with the pro�isions of Chapt�r 2253 of the 2 Texas Governttaent Cqde, as an;encled, and aTl tiabilities on ti�is bond shall be cletermined in 3 accordance with the prawisions of s�id stltue. 4 4� IN W�T'N�SS WI��R�O�', the Prineip�l and the S�rety ha�a SIGNED and SEALED this instrument by duiy authariz�d �gents and officers on this tl�e 29t1� day of Novcmbcr 6 ,202? . 7 S 9 10 I1 iz l3 14 15 Ib !7 18 19 20 2i 22 z� 24 ?:5 �6 27 ;�g 2Q J� 3� 3� 33 34 35 36 37 38 39 40 4I 42 43 AA 45 A'il'EST: (Pratcipat) Secret�ry f� Wit ss as to Principa[ PRII�lCI1'AL; Urhf�n Infraconstrt�clion, LLC % +/�' � V�/ �Y; Signa � '' C�� N811ti�nd Title r 1 .�lddress: 526 Narth �ritain }toad lrrrin�, Texx;� 75061 5URETY; Swiss Itc C`oi�portitc Soltatic�l�s Amcric� Inst�rtu�ce Coiporltion t� ri�Tbs tatSurety BY: v .� ��...�..—..... �r _ _.... .� 5ignature � Sanclra Le� l�oncy, Attorney in Eact Namc uncl Ti�lc Address: 1200 M,�iit 5t., S�iile 8U� K�msas C:iry, Mf) G41 US Tefephon� Ntuni�cr: 972-2Q I -010D *Note: I.f signed 6y �n afficer of the Surety Company, there mast he on fiie a certif�ed extract from the hy-laws showing tl�at this pcsrson has authoriry to sign such oblig�tion. !f Surety's physic�l address is dit�E�ent from its mailin�; address, hath iuust be provided. Tl�e date aE the band s1ia11 �iot 6e prior to the dflte the Contract is nwarded. CiTY flF FDRT WO1tTH S7ANQARD CDNSiRUCTION SPLCll°fCATEON DOCt1MCNTS Rsviscd.iuEy I.101 l 2U23 CUNCRET� RESTURA"1'f�IV CONTItAC'1' 3 C�'I'Y PROJCCI' NO. 104182 aoUt ia-i PAYMf;NT B�NU Pabc i oF2 1 2 3 4 5 6 ? � 9 IO lI 12 !3 14 15 16 T.H.E STAT� Q[+ T�Xt�S CDUNTY OF TARIiANT S�C7'ION 04 4I 14 PAYMENT BOND 1�nnd Nc�, 234021R § § KNOW AC.L 13Y TFICSE PRI;SENTS: § Tk�at we, Urban rnfraconstruction. LLC kttown as °`Pri�cipal" herein, aixd SW1SS RC Cpl'pp1'1t6 S011lilpil� AIriCI"1Ci! rilSlll'i111C0 COIpOI'�tttlil , A carporate surcEy (surekies}, duly a�itharized to cio iausin�ss i�� the State of Texas, known as "S�Y�•ety" herei�l (wlletlter oue or ntore), �i� heid a�id frmly bound u.nto tlte City of Fort Worth, � L11U111Cipki� anrporatien created pursuant to tl�e laws af tlYe State of Texas, known as "City" h�rein, in the penal surn of ONE MI�.LiON �fX I-fUNDR�p TWENTY-S�V.EN TEI�USAND, ONL H[1NDRED ETC3HTY-STX AND 00/1410 DOLLAltS ($1,627,1$(�.00j, lawful money of the United States, to he paid ie� Fort Wortl�, Tarrant Cnunty, `Fexas, for the payment of wl�icn sum well �nd truly be ��ade, we bind aurse�ves, our heirs, executors, Rd1711R]S%7#015, SLLCCCSSOI'S AC1a assigns, jointly and severally, firrttly by these p�•esents; 17 WFIEREAS, P�'incipa! lias ctater�d inta a ccrtain writ�en Conh-act with City, awarcl�d t�e 1� ,2�th day pf November. 2022, wl�ich Coptract is hereby referred to and m�de x pa�•t hcrcof for alI l9 purposes as if fi►lly set forClt 1�erein, to fi�mish al! materiats, equipment, labor �nd other 20 accessories as defit��d by law, in tlte pcosecutivn o#'the Work as provided for ii� said Contract anc� 21 desigrtat�d as 2023 CC]NCRETE RESTORAiIt�N CONT[tACT 3, City ProjectNo.l44182. 22 NOW, TH�.�i��'�RE, TH� CONDIT[[3N OF THIS �B�IG�IT�ON is sueh that if 23 P[Lt1Ck��1 S�1&�� t]�ly ALL 17701'ti�S OW711� i0 A17y ��i1C� ��1� p3yi1]�Rt �O1id bk�II��CISI'y �as defined in 24 Chapter 2253 of #h.e Texas Gnvenvx�ent Coda, as amended) in the prosecution oF the Work under 25 the Contract, tisen this obli�atson shall be and become nult and �oid; otherwise to rcmain in £ul] 2G force and effect. 27 This bond is made and executcd in compliance with the pro�isions of Chapter 2253 nf the 28 �exas Governi�ent Code, as amended, �►nd a0 aiabili[i�s on tlZis i�ond shall F�c determined in 29 aacordance witl� the pro�i9ions af said statute. 3(} CITY OF FOItT WCJRTH 5TANDARdCQNSTRUCTi�iV ShGCEI�ICATION ndCUML'NT5 Revixed 3uly E, 20� 1 2023 CQNCItEl'E f{k:S"i�RA'ilpN CUN'1'IiACT 3 Cl'fY I'RUJCC'TNf). 1(}A1R2 aaat iQ.a I'AYMf[iN"I' F3UiVU PBgI•? UP2 1 IE�T WXTNESS WHEREOF, thc P�i�cipal and Surety have eaeli SIGN,ED anc� S�ALED 2 this instrument by duly a��tlavrizcd agents and officers o�1 this khe 29�h day of 3 Alavcn,k�er , 20 Z3 4 ATTEST: (Principal) Secretary � �_ � tress �s to Principal PR[NCIPAL: lJrbat� Inf'raconstruction, LLC BY: j Signature T � �.1� Narne and Ti le 1�►►ddress: 526 Nortki Britain Road �rving, Texas 7506! SURETY; Stiviss Rc; Cor��orate 5c�lutio��s An�erica Insiir�ncc Coiporatia�� A'�'T�E�1': ��,.,� � � (�utety} Seeret`& y _.y, �I�„ � 'Witr. e� ns to 5urety 5 6 7 8 9 ia i� Iz — � — gY: F �._ s.,•�,._ +�l��...� � !.c- —` 5�gnature ,� Sandrn Lcc Raucy, Auorncy in Faet Naine and Title Address: I?UU M�,in 5�., Suir� 8UU Kans7s City, MQ G41 �S Telepltnne Numlaer; 972-20 i-p 1 DD Nate; If signed by axt of�ce�• af tlte Surery, tliere must be on tile a certified exiract fror�� the bylaws showing th�t this p�rsa�n I��s autbarity to sign suc.h obligation, if Surety's �I1j�51CAI address is different ftom its �naili�� Addressa batll must be pcovided. The date of the 6ond shalI «ar be priar to tl�e dflte t�e Contract is awa�•ci�d. E�VD OF SECTIUN C'll'Y UF FURT tVORI'H S7ANDARI]CONSTRUCTf01+15PCCIFICAFION DOCUMkNTS Revised 7uly l, 20] i 2{123 C'UNCRI'»TH It�ST(IRATIQI+f CONTRAGT 3 CiTY i'Rf]JECT NO. 104182 noGii9-� �nn�r��'ENANCI? Bt?ND rv�� i or� I Z 3 4 5 G 7 8 E 'I'H]E S'I`ATI: �7�' "�'�;XA:i CO[1NTY OF 7'ARR��IVT S�CTI�N 00 Gl 19 "+lfAINTENANC_F, gOND B4nd No. 2340218 � ;� 1CNUW AL� �Y Tl-1�SL �'�tY;SE�"TS: !� That we Urban lntrxconstr�ction.. LL{: k.^.0 ::�n ns "�r�.zcipal" lterei�z �..^,� Swiss C�e Cnrporate Solutions Amecic�t li�si»•�nce Cnrpnra[�utti ,�� portttC �Uretv ��!?r.ties, jT ��nr� ��,an 1p one) duly authorizer! to ciq business i�t t�e Sta#a of Texas, knawn as'`S�rcty" herein (wl�ethe�• onc f I or mare}, nre held and tirmly bound tintc� the City of.Fort Worth, a muni�ipal cnrporation �r�atai 12 pursu�nt to tl�e laws of tk�e State of'Texas, known as "City" itierein, in the sum of ON� MILLIDN I 3 SIX HUNDRfiU TWENTY-SE1�EN THOLlSAND, ONE HL�NDRED .EIG'I-TTY-S1X AND �4 4U1100 DOLLA�tS {$1,b27,1$6.00}, lawful money of the United Scgtes, �o Le paid un Fan 1�Vorth, l5 'M �n�an� �aur�!;, Texas, for pflyment ofwE�ich surn wel] and tnily br itt�ede �u�tc� rE7� C�+y �nd its 16 Sl1CCfi550iS, we �i�nd ou�°s�Y�es, syur heirs, ex�cutars, administratc�rs, sue�essars and assigns, jairtitly 17 an� �er�w�ai�y, firr�ziy �Sv ti�esc p�s�K�.,�tc: l8 !I W1filEI�A9, ¢h� �'a7��clpai has entered ►1�ta r: c��rt�i�y wri�t^n ;�ontr�ct wit}y :hk City �warded the 20 29t1� day af Novc:�nbvr. 2U��, �s��,;cE� Co;;��:aC�� s �kc:�I�� reEcrR•�d Go �;r,� r �rFadc paed k��r�nF fnr nll 2l purposes as if fully set fortit herein, s�s C+urr�ish �11 ti�:�iY.•:s! :, equ�t�rnent iaboc ��id c�tl7�r ��c:u�,saries 22 as de�ned by law, in t1Ye pros�cutiar� of the '�,��r�, se,e!!�din� ari; Work res�Iti„� �'�m �► dufy 23 authar+�ed Chan�e �rder (colleciively herean, I:E�G FF��r�rk"} a� nrovided for in sai� cor.:ra�t ;and 24 designated as ZU23 CONCRET� RESTORATION C�1vTRACT 3, City :�;•��;;t No. I p41$2�; and 2S 26 WHERCAS, Principal binds itselFto use such rnAteKiais a�� to so construet �l�e 1N�rk in 27 accordance with the plans, specifications artd Cantract Docu�n�nts that tlse 1��rk h,1' �i.^.� wriY! 28 ramai� Gree from d�fects in �naterials or warkmanship fvr and cturi�ag ihe ueriod uC ¢rvu {�} years 29 s:�er the d�te of Fina! Acceptan.ce of the Wo�'k by the Gity {"Maintcnancc Period"}; �nd 3Q 31 V4'i��'lZrA�, Prjnci��L k�:;;;ls 61�c�f �a ��c�air crr r�Gnnstruct �4�e Wark in wltole or in part 32 upon rc��ivi��g rvotscc ;*�+rn t�u �:+!y 8i I!r? ri�� [E��^ref�r �t ��y time +��i:�in thc h+tainte�r�nce 33 I'eripd, 34 CITY OI� FORT SVORTM ��1�� :*+��;T� �? rg;rnRnT�nN CUN7RA["i � STANE�AR[� CONSTRUCTIQI� SPEC[F[CnTlOyl DOGUMh��iiS Rcviscd July 1, 201 I �C1iY WROJEC'I' N0. I OA 182 1 x 3 4 5 G 7 & 9 10 Il 12 13 14 15 16 17 l$ 19 un�i �n-z iVlAINT�NANCf? BOAlD Pagc2of3 NOW TI��R��012�, the cnndition of tliis ol�ligation is such tl�at ii' T'rincipal sE�alf remedy any defecti�e Work, for wk�ich titr�eiy notiee was provided by City, to a co�npletion satisfactory to the Ci#y, then this obiigation shali become null and �oic�; otlie��wise to remain in fuli force �nd effeot. PR4VXDED, H()WEV�R, ifPri�ieipat shaU fail so tn repair oi• i�canstruct �ny tim�ly rto4iced defective Work, it is agreed that the City may cause any and all such defective Work to be repaired andlar recanstructed with all associated eosts thereaf being borne by the Prineipa! and tl�e Surety under this Maintenance hor�d; �nd FROVIDED rURTI-tER, that if any legal actioa i�e frled an this Bond, venue shall �ie in Tarrant CounEy, Texas or ihe llnited �tates Districf Court for the Norkhern District af Texas, Fort Worth i?ivision; and PROVIDED FiIRTH.ER, that titis obligation sh�ll be continuous in nA#ur� and successi�e recbveries may be had hcreon fot successive breac�es. CIl'Y qF FORT WORTH S'�ANDARD CONSTRUCTf()FJ SP�Clb1CAT10N DpC11,1Ai;NTS Rcvised July l, 2pl I 2U23 CC1NCIiCT� RE51'4RATION CONTKAC'f 3 Cl'�'Y PRt7JGCTNO. 1(�f�2 S1'VISS RE CORYORA'I'E SOZUTIDNS SWIS5 R� CORE'ORATC SOL[JTIOTfS AMFRICA TNSlIRA1VC� CORPORATiON T/K,lA 3YOR"PH AMERICAN SE'ECTAL'f'Y iNSURANC� CQMPANY ("SRCSAIC") SWIS,,S 1� CORPO�TB SULVfI0N5 rIZI?MIBK 1NSURANCE CUIinOTiATi01V FIKIA WASHTNCiONjNT�C�NAT�ONAL IIVSUItA�CE COMPN+lY ("SRCSPEC") WESTI'ORT lTlSiIRANCE CORPOI�ATTQN {° WIC") GENERAL POW�R UF A,TTORNEY 1{I�UW ALL MEN BY TI�ES� PitBSENTS, T�LAT SRCSA[C, a corpqratiun duly organized and cxistin� undcr iaws of khe 5tatc of Missauri, and liavirt�; its principal office in the City of Kansas City, Missauri, and S1tC5P1(;, a corporation or�;anized and �xisting imder tlte ]�nvs n�'tha State of Missauri and liauing its principal o#iicc in th� City af Kansas City, Missouri, un�i W1C, ar�anizc�3 under the laws af the State vf Missouri, and havin� its principal off'iee in the City of Kactsas City, Mi�spuri, eRcl� does hereby make, cons#itute and appoint: .IOHN R. WAI�T), T`HOIvIAS D(7UGi.A5 MpOR�, E11�ILY ALLISON M1K$SIC/1, AL1.YS0]V W. DEAI�f, M(�i�1CA RUI3Y VEAZEY, JnHN W1LLfAM N�;WBY, "fltOY [tUSSrLL K�Y, DF�fLA LGG M0C3N, ANDRf;� R[)S� CRAWf�ORD, S�i�DRA Li:'s� l2(7NrY, QAIVA lLF,1�I�' MQ�RE AN� COLIN G. CDNLY .fOfA]?LY or SE��ERAI,[.,Y 1ts tr�c and lawfuf Attorncy(s)-in-Fact, to mak�, execute, se�l and delivcr, fqr and on its behxli and as its ac� and deed, bonrls or nther writin�s obligatnry in the uature of a boud on helfalf caf each of said Companics, as aurcry, on contrncts �f suretyship as are ur m�y 6e required ar permitted by law, regutation, �ontract qr otherwise, providcd thar no bond ar utidert�king or cvntrace ar surctysl�ip executed under lhis aulharity shall cxcecd ehe ,,; ;{lynl nf TWO I-l�iNDRED MILLION ($200,OOU,OOO.Od)1]OLL�RS �'hin Nower aCAttorney is �;rant�c! �nd is aYgneal �by ft�esimile Wndcr antC l�y t4�e t�ulhofity a£tiic fuYlowing Resoluiions �dup�ed by th� lioard� oC L'irectors uf lk.tiz SIt.CSAFC and SRCSPIC af ineetings duly cailed and held an the 18t1t of No�ember 2�21 gnd WIC by wriuen consent of its Exeoutive Cummita�e da9 e�t Ja1y 1 u� ?ni �_ "P.;;��r,VRI�, thai e:� lu�n srf:!:c Presid�n!, flny Mhnagin�; Uirzckae, r:^y ;ienic�r ��;,•e Presideni, atxy Vic� Presicien[, Ihe 5erietary orau,y Assikia[tt �c::�tury b� � c�n� �uch nr any uitl�en� here;:1 ��, , uthr�rized Iu �x��-•,rP ��F.�r��cr o f hRtvrneti� a;:.�a�ify ir,g �he Axtnrncy named iu tl�� rven Yuwcr ��!' Rtrnniry la cscGute on T�uha3f «f Yhe L:errpora�iun lsanda, undert�lkings r,�d r�l! contrar►� aE sz:rety, an� t1ia� rncli ar any pf them he�eUy is authorizrd au at�eai w rlte axecuhvn of any such Ppwer of AYtorncy and to attach therein the �.dl oithc C'_umr��ation; autl it is J=�?RTFIE[i l�LSiJ1.VEU� ihui the signgltu'0 Uf SUCh offitePs �nd the sesl nf ll�e �'��rp:�r�!i;?:: muy k;; a?r,x�� sy arty such Power of Attorney or to any ��.:ilfice�tr te'a!in� iher�!n ti; rs�csimile, ancl any such Power oFAttoz�ey oa� tcrti ft4+�te l,;�rir�x ,ii�;h fau�iiniie xl�nature, ur fnc�imile �r�l �1�YIF �,� bindirFs LQ1117 �il4' �.L3C�UIHYlUTj tV�;;; co a�xed and in the future wi#1i regard ta any br�nd, undcnakir�g t,r cantract nf suicty tu �t:�i�,lt i� �� .ta�'�eil." ,��.��'��F��"`,',�, .."°G `, : -_'fl;. ' :;�I'��H;jr�S � • 9` t . �'�/ t zr.��' . ,� � � �� m�. � �-,. 1'.Il:l _�r'� ��si i+?�� iil5�.�i�. ffh, ' *' ' �}d,r •`� S�� T�C�,y"';v a� 4 7�� F# '� } ta5'.,-ri 'tr'J•-,_p; �_•�� 7 0 . `, S _�� S � � L �� .5�: __�,; .II� � 5 ut". + _ 5 ] +�{�" +�ry�. � �"+p�. `4'�;�';+fti� +*45"In� �� ry ,51 Wrm iriF ]a4uv�, AYn:.^r Yln i�i::Ede,ry� nf VQFCA�M1` E V�nln�Virr YrsdAnnj ii[iF.f �F'[i' d� tie�ilc: ti�u�i're�l�xl ii4'hh 11 �.��. �Y {�x�yFJl�ryN+Ll�ti'�tvWlalilanldS::C�AIC&YienP!M�;fenlafRqCSN1C !� L'IreQ��kyKlurtiy?C �"`�� `'��,: �' , �#��fr�� M IN Wii'NL�55 W1iEREUF, SRCSAIC, S1ZC34'lt� and 1NIC �avr ��sed tlieir Q?�'�!:ial �culs tcs bc hereunto Affix�d, and �e� �SP�tti Eu lse aignec! �y their aulhorized officera this 2�� day c�t' ��GUST .2fl22 State uflflinois CountyofCook �� 5x;iss 1�� rporHtc ��l�tiong,�r.aer's�� F;�gur�r�ce C:�rpcsrar;an �vr�fes �C� [.,nrpnr�ic ',Sarlutiun� i�r��a6��r ivaurancc Cwrporatfpn N'�stpori lnsurance Carpuratlun On this 2nd �gy �� ALfGUS'f ,�p �� ,�y��oreme, a Nvtary 1'u61ic porsonally ��eu�cJ ��' J�an�sens , SCniot iJ?�C 1'Ffiklt�Cl]L�I�S�ZCSAI(,- and �enior Vice President oF SRCSPIC a��d 5enior Vice pre.sident oi W1C and Gerald JRer�wxki , Vic� Prw+ident ofSRCSAIC and Vice I�resid�s�� aC 3FC5PIC a�id Vice Presidant of W1C, personally known Ec� mc, who being by me duly swvm, ackno.vIaclged �hat u:ey� sigr►ed the ubave Powcr of Attorney as uFlicera of and acknowiedged said instrument to bc the vnl��„t$�� p,�x and deed of 1� ar ��c�ive companies. �{y ia5ui4a r��' 1 . , ' � �' �I. L,'.x1y .��I �� f � �.. � l•F�i . 'k�"��t. ,i +rr Wr.FI 1�+�" � '�145... l � 3IC1� �qid1'�r � M�� h � I, Jeffrev Goldbere. the duly elact��1 Senior V%�'�'si=s9�ent �usd hssl�tr�ni Secr�iary ai'SR��AI'�' un,] s�CSY1C ai3d �.'t^, do lie�riq ,:�nifp �l.Sl Lfw i1U6v[ at1il foregoing is g hue and ctttteGti Cony Uf a Powcr o�Ad�x�cy givcit by said SRC3AIC and 5RC5PTf: und W1C, which is stt:J �n fidl �orc� a�id ci�ec�_ IN WITNE�S WHERE�F, I h�:ve si�i G��y han� and aff�x�d i?�e seals of lhe Companies thi�_ ry'!; dRy Qf 1�ovcuvhcr y� �� . 3effi•cy Goldbar�, Seni�r Vice Presideni �r. Assistan4 5ecrets�ry uf SRCSAPC a►zd S�CSPIC aud WIC rM�oaT��T Nc�yT�c� In ord�r to obtaiii ii�formation or mal��: � cnni�laint: You may coi�tact def'frey Golc[l�ee•g, Vice Presidei�t - Claims, at 1-SOQ-33fi-(Ii53. Yau n��fiy call Swiss Re Cc�rporate Solu�ious Am�rics� fitsuraE�c� Cnrporatian or S�viss Re Corporate Solutions Premier 1nst�N•flnce CarporHt�on's toll-free numbe�- fo�� infc�rmation or to m�ike a com�l�inl nt; 1-8{i0-:�38-47 53 You n�ay aisn writ� Eo 5w�ss Re Co�•poratc So�utians AmeE•ica insurarice Cor�or�tion �r S�viss Re Corpar�ttc 5olutions Premie�` Insurance Carporation at the fpllowing ac#dre,4s: 14�(I Amcricau L�tnc, Suitc 111fQ Schauml�ueg, 1L 601�3 Yc�u may contact the Texns Depa�•tment of ir�sur�nce ca qbtaii� inforinal.iun on corttpanies, CpVCI'�geS, �•igl�ts c�r ee�inplaints at: [- 800-�5�-3439 Yn�i tnay w�•iCe ihe Texas nepa�•tment of �nsurstnce: P,Q. Box 149104 Austin, TX 78714-9104 Fux: (�12) 475-t 77l We�: httn:l/ww��v,�di.state.tx.us �-m��1:Con��tm.erYrotection(a�.ttli.s#�te.tx. us PREMIUM OR CLACM DISPUTES: Should you have a disputc concernin� your prcmiuu� ar about � claim you should first conract �itie Srviss Re Corporat� SolutioaNs Amcric� [nsurance Corpnratian or Swiss Re Corporate Solutions Premier L�surHnce Co��ni't1t1OD, 1��j1�; Cj15}?LEi(: IS Il()r resolvcd, you i�ltiy co�2t�ct t�lie'1'cxas Du��rt�ietit of 1�3surance, ATTACH THrS 1VUTICE TU YOUTt P{)I,IGY: This notice is for infor�natior� only and does nat become a part or candition af E�ie attached dnc�in�e�t. AVISU LMPOR`�'A�VTL Para ubtcner inii�r�tiacioi� o para someter un queja: Ptiede cot�unicarse con Jeifi�ey Goldbe�'g, Viee President - Claims, �I 1-800-338-0'��3. Uste:ti puede llEv��r al ��i�mera de tel�fc>no �ratis de Swiss lte Cnrporate Solutinns �1.meriea Lisuranee Corporatiou a Swiss Rc Corporatc Solutiqns Premier Insurat�ce Cor•poration's �y<it•a iiifoi-macicm o ��t'a 5c�mctcr una c�ucja al: 1-8qQ-33i3-i1753 Usted tambien puede f:scribir a Srviss !ie Car�nrat.e Solutions A��Yerica Insurance Co�'poration o Svviss Re Curpnrflte Solutinns Premier Cnsin•ance Cnrporation al: 14�0 Amet°ic:a�3 Lanc, Suitc 1IOq Sch�tumUurg, IL 1�U17'3 Puecle escribir al Depf��•tmento de Seguras de Texas p�t�A obtet�er iiifbrtnacioi� aCcre� dc eompanias, cobEr��z•as, derechos o q�iejas al: 1.- $00-�5Z-3439 P�rcc�e escribir �►1 Dep��•tmento de Seguros cie Tex�s: P.O. Box 149104 Austin, TX 78714-9.104 �ax: (S12) �75-Iiql Web: httn://}��w�v.tcli.state.tx.us E-mu3i: Co �is u me rProtec�ion�)tdi.state.ix. t�s DIS�'UTAS SOBRE 1'RIM�S O RGCLAM05: �i tiene i�na disputa conce;ri�iente a st� prima o a un reclarnc�, clebe cntnunioarse con el �wiss Re Carpor�te Solations Americ� insurancc Carpnration o Swiss Re Ccrrparate 5olutiatt� Premier InsurHr�ce Cnrporatio�i �arimerc�. Si i�o se restle��e la disputa, puede cnianees coin�inic��rsc con c.I Dep�rl�uento de: Segurns de Tc:xas. UNA EST� AVISO A SU PULIZA: Gste aviso es solo ��ar� proposito de infromaciot� y no sc coi�vertc ez� parte o condicioi� del dacumento ad,junto. ''�� S7CA.�TDA,R� GEI�fER�� C�I�T�IT��l�S OF THE C�1�TSTRUCT�ON ��TRAC'I' CiTY OF FORT WORTH 2O23 COI�€CRETE RESTORATIOIV CONTRACT 3 STANbARD CONSTRUGT'lON SY�CIf�ICA'I'TON bOCUN1�NT5 City Praject I�Io. 10<4182 Revision: 8F23/2D21 . STANDARD GENERAL CONDITI4N5 OF TI� C�NSTRUCTZON C4NTRACT TABLE �F COI�iTENTS Page Article 1— Definitions and T�rminology ..........................................................................................................1 1.01 Defined Ternr�s ...............................................................................................................................1 1.02 Terminology ..................................................................................................................................6 Article 2— Preliminary Matters ......................................................................................................................... 7 2.41 Capies ofDocuments ....................................................................................................................7 2.42 CQmmencement of Contraci Time; Notice ta Pxoceed ................................................................ 7 2.Q3 Starting the Wark ..........................................................................................................................8 2.04 Before Starting Consixuction ........................................................................................................ 8 2.�5 Preco�sfruction Conference .......................................................................................................... $ 2.06 Public Meeting .............................................................................................................................. 8 2.07 Tnitial Acceptance of Schedules .................................................................................................... 8 Article 3-- Contract Documents: Tntent, AYnending, Reuse ............................................................................ 8 3.01 Irztent .............................................................................................................................................. 8 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting atld Resolving Di�crepancies ....................................................................................... 9 3.04 Amending arid Supplementing Contract Documents .................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3 A6 Electranic Data ............................................................................................................................11 Artieie 4— Ava.ilability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Gonditions; Reference Paints ...........................................................................................................11 4.01 Availability of Lands ..................................................................................................................11 �4.02 Subsur�ace and Physical Coildition�s ..........................................................................................12 4.03 Differing Subsurface ar Physical Conditians .............................................................................12 4.�4 Undergraund Fa.cilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 4.�6 Hazardous EnviranmentaI Condition at Site ..............................................................................14 Ar�icle 5— Bands and Insurance .....................................................................................................................16 5.01 Licensed Sureties a�d Insurers ...................................................................................................16 5.02 Performanca, Payment, and Maintenance Bonds .......................................................................16 . S.Q3 Certificates a� Insurar�ce ............................................................................................................. ] b 5.04 Contractor's Insurance ................................................................................................................1$ 5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19 Artzcle 6 — Can�ractior's Responsibilities ........................................................................................................19 b.01 Supervision and Supe�intendence ...............................................................................................19 CI`fY DF FOIZT WORTI-I 2023 CONCRETE C�S'I'ORATION CONTRACT 3 STAI�DARD CONSTRUC770N SPEC�FI�ATIDN DOCLIMENTS City Project No. 104182 Revision: 8123f2021 6.02 6.03 6.04 6.05 6.06 6.D7 6.08 6.09 6.10 6.11 6.12 6.13 6.14 b.15 616 C.17 G.18 G.19 6.20 6.21 6.22 6.23 6.24 Labar; Working Hours ................................................................................................................ 20 Services, Materials, and Equipment ........................................................................................... 20 ProjectSchedule ..........................................................................................................................21 Substitutes and "Or-Equals" ....................................................................................................... 21 Concerning Subcontractoxs, Suppliers, and Others ....................................................................24 WageRates ..................................................................................................................................25 PatentFees azid Royalties ...........................................................................................................26 Permitsand Utilities ....................................................................................................................27 Lawsand Regulatiians ................................................................................................................. 27 T�es ...........................................................................................................................................28 Useof ,Site and Other Areas .......................................................................................................2$ RecordDocuments ...................................................................................................................... 29 Safetyand Protection .................................................................................................................. 29 SafetyRepresentati�e .................................................................................................................. 30 Hazard Cammunicatiian Progxams .............................................................................................30 Emergencies and/or Ractification ............................................................................................... 30 Submittals....................... ................................................................................................ ............. 31 Continuingthe Wark ................................................................................................................... 32 Contractor's General Warr'anty and Guarantee ..........................................................................32 Txidemnification......................................................................................................................... 33 Delegation of Professional Design Services .............................................................................. 34 Ri�ht to Audzt .............................................................................................................................. 34 Nondiscrimi��atinn ....................................................................................................................... 3 5 Article 7- Other Work at the Site ...................................................................................................................35 7.01 Related Wark at Site ................................................................................................................... 35 7.02 Coordination ................................................................................................................................36 Article 8- City's Responsibilities ................................................................................................................... 36 8.01 Communications to Cantractor ...................................................................................................36 8.02 Furnish Data ................................................................................................................................36 $.Q3 Pay When. Due ............................................................................................................................36 8.04 Lands and Easements; Reports �.nd Tests ...................................................................................36 8.05 Change Orders .............................................................................................................................36 8.06 Inspections, Tests, and Appro�als ............................................................ ..............................36 8.07 Limitatzons on City's Responsibi�ities .......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition ....................................................................37 8.09 Compliance with Sa�'eYy Program ............................................................................................... 37 Article 9- City's Observation Status During Construction ........................................................................... 37 9.01 City's Project Manager ............................................................................................................37 9.�2 Visits to Szte ................................................................................................................................37 9.03 Authorized Variations in Work ..................................................................................................38 9.04 Rejecti�.g Defecti.ve Work .......................................................................................................... 38 9.05 Deternunations far Work 1'erformed ..........................................................................................38 9.Q6 Decisians on Requirements of Contract Docu�x�.ents and Acceptability of Work .....................38 CITY OF FORT WORTfi 2Q23 CONC1tETE REST�RATION CONTRACT 3 STt1NDARb CONSTRiJC'i70N SPECIFICATION DOCUMENTS City Project No. 104182 Revision: 8/23/2021 A�-ticl� 10 - Chax�ges in the Work; Claixris; E��ra Wark ................................................................................38 10.01 Authorized Changes in the Work ............................................................................................... 38 �0.02 Unauth�rized Changes in th� Work ...........................................................................................39 10.03 Exec�tion of Change Orders .......................................................................................................39 10.04 Extra Work ..................................................................................................................................39 � Q.OS Notificatio� ta Surety .................................................................................................................. 39 i 0.06 Cantract Claims Proce�s ............................................................................................................. 40 Article 11-- Cost of the Work; A1lowances; Unit Price Work; Plans Quantity Measurem.ent ...................... 41 11.Q1 Cas� afthe Wark .........................................................................................................................41 I1.02 Allawances .................................................................................................................................. 43 11.03 Unif Pric� Work .......................................................................................................................... 44 11.04 Plan� Quantiry Measurement ......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time ................................................................. 46 12.01 Chang� of Contract Priee ............................................................................................................ �6 12.02 Charage o�' Contzact Time ............................................................................................................ 47 12.03 Delays ..........................................................................................................................................47 Article 13 -- Tests and Inspectior�s; Correction, RemovaI or Acceptance of Defective Work ......................48 13.Q1 Notice of Defects ........................................................................................................................48 13.Q2 Access to Work ...........................................................................................................................A�8 13.03 Tests and Inspectior� .................................................................................................................. 48 13.04 Uncovering Woxk ........................................................................................................................49 13.05 City May Stop the Work .............................................................................................................49 13.Q6 Carrectian ar Rernoval of D�fective Work ................................................................................ 50 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance of Defective Work ................................................................................................... S 1 13.09 City May Correct Defective Work ............................................................................................. 51 A_rticle 1� - Payments to Contractor and Campletion ....................................................................................52 14.01 Schedule of Values ...................................................................................................................... 52 14.02 Progress Papments ...................................................................................................................... 52 14.03 Contractor'� Warranty of Title ................................................................................................... SA� 14.04 Partial Utilization ........................................................................................................................ SS 14.OS Final Tnspection ........................................................................................................................... 55 14.06 Fina1 Acceptan�e ...............................................................................................:......................... 55 14.07 Final Payment ..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 55 14.09 Waiver of Claims ........................................................................................................................57 Artiele 15 Suspension of V�ork and Terrnination ........................................................................................ 57 15.� 1 City May Suspe�d Work ............................................................................................................. 57 15.02 City May Terminate for Cause ................................................................................................... 58 1S.Q3 City May Terininate For Canv�ni�nce .......................................................................................60 Arkicle16 - Dispute Resalu�on ...................................................................................................................... b 1 16.01 Methods and Proceduxes ............................................................................................................. 61 C1TY QF F�RT WORTH 2O23 CONCR�T� RGSTORATIDN CONTRACT 3 STANDA�33 CONSTRUCTION SPECIFICATIDN D�C[JMEN'CS City Project No. ] 041$2 Revision: 8/23/2421 Article17 -- Miscellaneaus .............................................................................................................................. 62 17.01 Giving Notice .............................................................................................................................. 62 17.02 Camputatian af Times ................................................................................................................ 62 17.03 Curnulative Remedies ................................................................................................................. b2 17.04 Survival of Obligations ............................................................................................................... 63 17.05 Headizi.gs ...................................................................................................................................... fi3 CITY �F FORT WORTH 2�23 CONCRETE RESTORATION CONTRACT 3 S'T'ANbARD CONSi'RUCTIdN SPECIC'ICATIpN bQCUMENTS CiryProjectNo. 104182 Revision: 8/23/2021 oo�zao-i GENERAL CpNDITIOEJS Page 1 of 63 ARTICLE 1-- DEFINITTONS AND TERNIINOLOGY 1.01 Defined Terrns A. Wh�rever used in the�e Gen�ral Co�nditions or in other Contract Dacuments, the terms listed below have the xr�eanings indzcafied whzch are applicable to bath the singulax and plurai thereof, and wards denoting genc�er shail include the masculine, feminine and neuter. Said terms are generally capitalized ar written in italics, but not always. �h7lien used in a conte�t consist�nt wit11 the defuution of a listed-defined term, the term shall have a meaning as defined below whetkaer capitalized ar ita.licized or otherwis�. In addition to terms specifically defined, terrns with uutial capital letter5 in the Contxact Documents include xeferences to identified articles and paragraphs, and thc titles of othe� doeutnents ar forms. 1. Addendrx--Written or graphie instrument� issued prior to ihe opening of Bids which clarify, carrect, ox ch.axzge the Bidding Requirezne�ts or tk�e praposed Contract Dacuments. 2. Agreement—The written instrument which is e�idenee oi the agireernent between City a�d Cont�actor covering the Wor1c. 3. Applicatian far Pc�ymen#—The form acceptabl� ta City which is to be used by Contractar during the course of the Work i�z�. requestiur�g progress ox final payments and which is to be accompanied by such supporting documentation as is required by the Cantract Documents. 4. Asbestos Any material that contains mare than one p�rcent asbestos and is friable or is releasing asbestos fibers inta the air abave current actian levels established by the United �tat�s Occupational Safety and Health Administration. 5. Akvard — Authorization hy the City Council for the City to enter into an Agreement. 6. �id—The offer or proposal of a Bidder submitted on ihe prescribed form setting forth the prices �or the Work to be perfarrne�l. 7. Bidder The individual or en.tity who submits a Bid directly to City. Badding Documents—The Bidding Requirenrients az�d the propased Cpntract Docurnents (including all Ac�denda). 9. 13fdding Requirernents The advertisement or Invitation to Bid, In�tructions to Bidders, Bid security of accepta.ble forrn, if any, and the Bid Farm with any supplexnents. 10. Business Day — A business day is defined as a day that the City conducts nozxn.a.l business, generally Monday fhrough Friday, except �or fec��ral or state hoiidays observed by the City. 11. Ccrlendar Dcry — A day consistaz�g o�24 hours measured fram midnight ta the r�ext midiiight. C1TY OF FORT WORTH 2O23 CONCRETE RESTORATION COt�I'I"RACT 3 STANDARD CONSTRUCTION SPCCIPICA7'lQN DOCUNI�NTS City Praject No. 1041$2 Revision: 8/Z3fL021 00�200-� ��N�t��. ca�vo�rionrs Page 2 of G3 12. Change Ora'e� A document, wl�ich is prepared and approved b� the City, which �s signed by Contractor a�d City and auiharizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effecti�e Date of th� Agreement. 13. City-- The City of Fort Warth, Texas, a home-rule municipal carporation, auihor�zed and chariered under the T�xas State Statutes, actiz�g by its govexn.ing body through its City M�agex, I�is designee, or agents authorized under his behalf, each of which is required hy Charter to perform specific duties with responsibali#y for final enforcement of the contracts involving the City of Fort Worth is by Charter v�;sted in the City Manager and is the entity with whom Contractor has entered inta Yhe Agreement and for w�om the Worl� is to be performed. 14. City Atto��aey — The officially appointec� City Attorney of the City of Fort Worth, Texas, or his duly authar�zed representative. 15. City Council - The duly elected and qualified governing body of the CiTy of Fort Worth, Texas. � b. City Manage� — The officially appointed and a�thorized City Manager of the City Qf Fo�t Worth, Texas, or his duly autharized repz�esantative. 17. Cant�act Claim A demand ar assez�t�ion by City or Contractor seel�ing an adjustment of Contract Price or Contract Time, or both, or other relief �rith respect to ihe terms of the Cantract. A demand �or maney or se rvices by a thisd party is not a Contract Claim. 18. Cont�-acT—The entire and integrated written document between the City and Contrac�ar concerning the Work. Th� Cont�act confains the Agreement and all Contr�ct Documents axzd supersedes prior negotiations, representaiions, or agreements, whether written ar oral. 19. Cont-ract Doeuments—Those items so designated in the Agreemant. AIl items Iisted in the Agreernent are Contract Docunnen.ts. Approved Submittals, other Contractar subrnittals, and the reports and drawi.ngs af subsurface and physical conclitions are not Contract Documents. 20. Contract Price—The moneys payable by Ci�ty to Contrac#or for campXetian of the Work in accordance with the Contract Documents as stated in the Agreement (subject to ihe provisions of Paragraph 11.03 in the case nf LTnit P� ce Wo�rk). 21. Contj-act Time—The nurnl�er of days or the dates stated in the Agreement to: {i} achieve Mil�siones, if any and {ii) compiete the Work so ihat it is ready for Fir�al Acceptance. 22. Contractar—The individual or ent�ty wifh whom City k�as entered inta the Agreezz�ent. 23. Cost of the Work—See Paragraph 1 i.01 of these General Conditions for definition. CITY OF FORT WORTH 2fl23 CONCRETE RESTORATION CONTRACT 3 STANDARD CON3TRUCTI0�15PECiFICATION DOCIJMLNTS Ciry Project N0. 104182 Revisiort: 8/231Z021 OD72D0-1 GENERAL CONDITIbNS Fage 3 af 63 24. Darraage Claim.� — A demand for money or services arising from the Project or Szt� from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise def ned, shall mean a Galendar Day. 2f. Directn� af Avizrtion -- The off'icial�y appointed Direcior of the Aviation Department of the Cirty of Fart Worth, Texas, ax his duiy appoanted zepresentative, assistant, or ager�ts. 27. Dir�eto� of Parks an� Gommunity Se�vices — The officially appointed Directox of th.e Parks and Community Services Department of the City of Fort Wort�, Texas, or his duly appainied representative, assistant, or agents. 2$. Directo� of Planning and Development — The o�icially appointed Da�rectar of the Planmiug anc� Development Department of fi11e City of Fort Worth, Texas, or his duly appointed ��epresentative, assistant, nr agents, 29. Directo� of Transpo�tation Public Worl�,s — The offzcialIy appointed Director of the Transportation Public Work� Department of the Ciiy of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. DiYecto� of Water De�a�tment — The officially appointed Diarectox o� the �Nater Department af the City af Fort Warth, Texas, ar his duly appointed representative, assistant, or agents. 31. Drcrwings—That part of ihe Contract Documents prepared or approved by Engineer which graphically shQws the scope, extent, and character o�the Wark to be performed by Contractor. Submittals are not Drawings as so defined. 32. Ef�"ective Date of the �Igreement—The date indicated in the Agreement on which it beeo�es effcctive, but if no such date is indicatcd, it tneans th� date on which the Agreement is signed and delivered by the last of the fiwo parties to sign and deliver. 33. Engineer—The licensed pxofessional engineer or engineering firm registexed in the State o� Texas perforrning professional services for the City. 34. Extra Wark -- Additional work rnade nee�ssary by changes or alterations of tha Contract Documents or of quantities or for other reasons for wluch no prices are provided in the Contraet Docume�ts. Extra work shaIl be part of the Work. 35. Field Order -- A written order issued by City which requires changes in t1�e Work but which does nat inv�lve a ch.ange in the Con.tract Price, Contract Time, or the intent af the �ngineer. Field Orders are paid from �'ield Order Allowances incorporated into the Contract by funded woxk type at the time of award. 36. Final Aceeptance — The written natice given by the Czty to the Contractar fhat the Work specified in the Contraci Documents has been completed to ihe satisfactioa� of ihe City. CITY OF PORT WORTti 2023 CONCC�`I'C RES7'ORATION CQNTI2ACT 3 STAI�DARD GON$TRUCTIpN 5PECIFICATIpI�i DOCUMENTS City Project No. 1 Q4182 Revision: $l23I2021 oo7zoa-i GENERAL COND[TIONS Page 4 of 63 37. Final Inspectton — Tns�ectian carried aut by the Czty to verify �hat the Contractor has completed the Work, and each and every part ar appurtenance thereof, fully, entirely, and in confazmance with the CQntract Docurnents. 38. General Requiremenls—Sections of D'zvision 1 of the Contract Docurnents. 39, Hazardous Environmental Condition—The prese�ce at the Site of Asbestos, PCBs, Peiroleutn, Hazardous Waste, Radioactive Material, ox other matexials in such quantities or circumstances that rnay present a substantial danger to persons or property exposed thereto. �0. Hazardous YT�aste—Hazardous waste is defined as any salid waste listed as hazaxdous or possesses one or more hazardous cha.racteristics as defined in the federal waste regulations, as amendecl from time to ti_me. 41. Lcrws and Regulations—Any and a.Il applicahle laws, zules, regulations, ordinances, cQdes, and orders of any and aIl governmental bodie�, agencie�, authorities, and courts having jurisdiction. 42. Liens—Charges, security interests, ox encumbra.nces upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Gantaact Docuznents that has a total cost e�ual ta or greater than 5% of the original Contract Price or $25,fl00 whichever is less. 44. Milestone—A principal event s�ecified in the Con�ract Docutnents relating ta an intermediate Contraet Time prior to Fina1 Accepfance of the Work. 4S. Notace of AvvaNd—The written notice by City to the Successful Bidder stating that upaz� timely eompliance by the Successful Bidder with the conc€itions precedent listed therein, City w�i11 sigrz aa�d deliver the Agreement. 46. Notice to Proceed—A written notice given by City to Con�ractor �'z�i�g the date on which the Con�ract Time will ca�z�rzence to run and on which Contractor shall start to perform the Wark specified in Contract Documents. 47. PCl3s Poly�chlorinated biphenyls. 48. Petrroleum—Petrol euxn, zncluding crude ail or any fraction thereof which is liquid at sta.ndard conditions of temperature and pressure (60 degrees Fahrenheii and 14.7 pounds per square inch absolufie), such. as oil, petroleum, fiael oil, oil sludge, oi1 refuse, gasolin�, k�rosene, and oil mixed with other non-Hazardous Waste and crude oi1s. 49. Plans — See definition of Dravvings, CITY OF FORT WORTH 2O23 CQNG1i�TE RESTORATION CON'I'ftACT 3 3'FANDAItD CONSTRUCTION SPECIF'[CATION DOCUMENTS City i'raject No, 1041$2 R�vision: 8l2312D21 007200-1 GENERAL GONDITIONS Page S of G3 50. Project Scheclule A schedule, prepared and mairitai��d by Contractor, in accordance with the Gen.exal Requirements, describing the sequence and duration of �11e activities cornprising the �on�racior's plan to accomplish the Work wil�hin the Contract Time. 51. Project The Wark to be perfortned under the Coniract Documents. 52. Project Manager The authorized r�presentative of fhe City who will be assigned to the Site. S3. Puhlic Meeting — An az�nounced meetzng conducted by tlxe City ta facilitate public participation and to assist the public in gaining an informed view of the Project. S4. Radaoactive Mate�ial Source, special nuclear, or byproduct material as defined by the Atomic Energy Act af 1954 (�42 USC �ection 2Q11 et seq.) as amended fram time to time. 55. Regular Wo�king Hours — Hours beginning at 7:OD a.m. and endang at 6:00 p.m., Monday tt�ru Friday (excluding legal holidays). 56. Samples—Physical examples of materials, equipment, or workmanship that are representaiive of some portinn o� the Wark and vahich establish the standards by which such portion of the Work will be judged. S7. S�hedule of S�bnxittals—A schedule, prepared and maintained by Contractor, of required submitta.ls and the tim.e xequirem.e�ts to suppart scheduJ.ed perfarmance ofrelated construction activities. 58. Schedule af T�aZues—A schedule, prepared and maintained by Contractor, allocaiing portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site Land� or areas indicated in the Contract Documen�s as being furnished by City upon which the W�rk is fo be perform�d, inclutiing rights-of-way, permits, and easements for access thereto, and such other Iands f�rnished by City which are design.ated �'or the use af Contractar. 60. Specificatfons That part of tbe Contract Documents consisting of wxitten requirements far nriaterials, equipment, systems, standards and wflrkmanship as applied to ihe Work, and certain adrninisirative requirement� and proceduxal matters applicable tkaereto. Specifzcations may be speci�cally made a part af the Contract Documents by attaehment or, if nat attached, rnay be incorporat�d by reference as zndicated 'zn the Table a� Contents {Division QO QO 00) of �ach Proj ect. bL Subcantr•actar—An individual ar entity having a direct coniract with Contractor or with any other Subcont�ractar iar the performance of a part of the Wark at the Site. CITY OF FORT WQRTF� 2023 CONCRET� R�STOIiATION CONTRACT 3 STANDARD CONSTRUCT10A1 SPECIFICATIQ�I DOCUMENTS City Projecf No. 10$f $2 Revision: 8/23/2021 OD72Q0-1 GENERAL CON�[TIOiVS Aage 6 ofG3 62. Subrnittals .l��1 drawings, diagrams, illustrations, sched�ales, aud other data or information which are specifically prepared or assembled by or for CQntractor and submitted by Contractor to illustrat� som� portion of the Work. 63. Subsiantial Completaon — The stage in the progress of the Project when ihe Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. d4. Successful Bidde� The Bidder submitting the lawest and most responsive Sid to whom City rnakes an Award. 65. Sz�per�intendent -- The representative of the Contractor who is ava.ilable at all tim�s and able ta receive instructions frarn the Cily and to act for th� Contractor. 66. Supple�rzenta�y Caraditior�s—That part of the Coniract Documents which amends or supplements th�se General Conditions. 67. Sv�pplier—A manufactuxer, fabricator, supplier, distributor, materialman, or vendar having a direct contract with Contractor or with any Subcontrac#or to furni.sh materials or equipme�t to be incorporated in �he Work by Contractar or Subcontractor. 68. Unde�-ground Facalities—All underground pipelines, conduits, ducts, cahles, wires, manhol��, vaults, tanks, tunnels, ar other suc� facilities or attac�unents, and any encasements c�ntaiuuug such facilities, includin� but not limited to, those that convey electricity, gas�s, stearn, liquid petraleum praducts, telephane ar other communica�ians, cab�e televzsion, water, wastewater, storm water, other liquids or chemicals, or traffic or other cantrol systems. 69 Unit P�ice Wo�k�ee Paragraph 11.03 of these General Conditions for de�inition. 7Q. Weekend Working Hau�s — Hours be�uming at 9:00 a.nr�. and endin.g at �:00 p.m., Saturday, Sunc�ay or legal holiday, as approved in advance by thc City. 71. Wo�k—The entire construction or the variaus separately identifiable parts thereof zequi.red io be provided under the Contrac� Documenis. Work includes and is the result of perForming or provicling all labar, services, and docwnentatia� necessa�y to praduce such constructinn including any Change Order or Field Order, and furnishing, installing, and incorporating a11 mat�rials and equipm�nt into such con�truction, all as requi�ed by the Contract Documer�ts. 72. Work�ng Day — A working day is defined as a day, not including Saturdays, Sundays, or legal halidays authorized by the City for contract purpos�s, in which weather or other conditians not under the control of the Contractar will �ermit the performance of the principal unit af work underway for a continuous period of not less t�an 7 hours between 7 a.m. and 6 p.m. J .02 Ter�n2inolagy A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. 1'ntent af Certain �'erms or Adjectives: CITY OF FORT WDRTH 2O23 C4NGRE"I'E RESTORATION CON7RACT 3 STANI7Al2b CONSTRUCTI�N SPECIFTCATIpN bQCUN[ENTS Gity Project No. i U4182 Revisinn: $l2312021 OQ 72 00 -1 GEN�RAL CONDITIO�IS Page 7 of G3 1. The Con�ract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of lilce effect or import to autharize an exercise of judgment by City. In �(�(�1tIOX1, the adjectives "reasonable," "suitable," "acceptable," "�?xq�}8T," "S��IS��CipT`j�," OT adjeciives of like effect or import are used to describ�e an actian or determination of City as to the Work, It is intended that such ex�rcise of professional judgmer�t, action, or determination will be solely ta evaluate, in general, the VVork for compliance with the information in t�ie Contract Documents and with the design concept of th� Project as a functioning whole as shown or irtdicated in the Coniract Documenis (unless ihere is a specific siatement indicating otherwise}. C. Defective; �. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, ar deficien.t in that zt: a. does not conform to the Contxact Doeuments; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referr�d to in tha Contract Docutnents; or c. has been damaged priar to City's written acceptance. D. Furni,sh, .Install, Perfor�n, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or si�nilar dir�ctive or usage thereof, shall mean furnishing a.nd incorpoxating in the Work incIuding all necessary labor, materials, equipzxient, and everything necessary to perfarm the Work indicated, unless specifically limited in the cante�t used. E. Unless stated otherwise in. the Cont�•act Documents, words or phirases thafi have a well-known technical or construction industry or irade meaning are used in the Contract Documents in accordance with such recagnized meaning. ARTICLE 2 — PRELINIINARY MATTERS 2.O I z.oz Copies af Docur�aents City shall furnish to Contractor one {1) ariginaI executed cflpy and one (1) electronic copy oF the Contract Documents, and four (4) additional copies of the Drawings. Additional copi�s will be �uz�isk�ed upon xequesfi at the cost o�reproductio�. Caframencement of Cont�act Time; Notice ta P�oceed The Contract Ti�x�.e wiIl coamzn.ence to xu�. on the day indicated ian the Natice #o Proceed. A Notice ta Proceed may be given no earlier than 14 days after the Effective Date of ihe Agreement, unless agreed to by boih parties in writin�. CITY OF P�RT WORTIi 2023 CONCRBTG I2ESTORATIOI�f CONTRACT 3 STANI]ARD CQNSTRUC'iION SPECIFICATION DOCIIMENTS City ProjecC No, 1{?41$2 Revision: 8/2313.021 00720D-1 GEiVEF2AL CONDITIONS Pgge 8 of 63 fi�17�' 2.04 �II.� ��II'9 2.07 .S'tCIY'ilYdg tyd2 i`VOf k Contractar shall start to perfortn the Wark c�n the date when tha Contract Time commences to run. No Work sha11 be done at the Site prior to the date on which the Cantract Time comrnences to run. Befo�^e Stcrrting Construction Bc�seline 5chedules: Submit in accordance w'xth the Contraci Documents, and prior ta starting the Work. Pr�ecanstruction Conference B�fore any Work at the Site is started, the Contractor sha1l attend a Preconstruction Canference as specified in ihe Contxact Docurnents. Public Meeting Contractor rnay noi mobilize any equipment, materials or resources to the Site prior to Contractor at�ending th� Public Meeting as scheduled by the City. Initial Acceptance of Schedules No progress payrnent sh�Il be made to Contractor untii acceptable sehedules are submitted to City in accordance with the Schedule S}�ecification as provideci. in the Contract Doc�unents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contrac# Dacutnents are complementary; what is required by one is as binding as if required by a11. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereo� to be eonstructed in accordance with the Contract Docurnents. Any labar, dacumentation, services, materials, or �quiprnent that reasonably may be inferred from the Coniraet Documents or from prevailing custom or 1.�ade usage as being required to produce the indicated result wilI be provzded wheiher or nat specifically ca.�led for, at no additiona� cast to City. C. Clarifications and interpretations of the Cantract Dacuments shall be issued by City. D. The Specifications may vary in form, format a.nd style. Some Specificatian sections nriay be written in varying degrees of strea�nlined or declara�iv� style and some sections may be r�latively narrative by comparison. O�cz�.�issaan o� such words and phrases as "the Contractor shall," "in canformity with," "as shown," or "as specified" are in�entional in streamlined sections. Omitted wards and phrases shail be supplied by inference. SimYlar fy�es a�provisians may appear in vario�s parts of a section or articles within a part depending on the format of the CI'PY OF FORT WORTH 2623 C�NCRETE RL�STORATIOI� CONTRACT 3 STANDARD CONST1tCTCTION SPECIFICATION �OCU[ufENTS City PrajectNo. 1941$2 Revisinn: 8/23/2021 D0720D-L GENERAL CONbI710N5 Page 9 of 63 3.02 3.03 section. The Conixactar shall not talce advantage af any variation of form, format or style in making Cont�act Clauns. E. The cross referencing of specification sections undex the subparagxaph headiz�g "Related Sectinns include but are nof necessarily limited to:" and elsawh�re within each Specifica#ion section is pravided as an aid arzd co�venience to the Can.tractar. The Contractar shall nat rely an the cross re�erencing provided and shall be responsible to coordinate ihe entire Work under �he Cantract Docuxx�ents axkd pxovide a caznplete Project whether or nat the cross referencing is provided in each sec�ion or whether ar not the cross referencing is eomplete. Reference Strxnda�ds A. Standards, Specif cations, Codes, Laws, ar�d Regulations 1. Reference ta standards, specifications, manuaIs, or eodes of an� technical society, organization, or association, or to Laws or Regulation.s, w�ether such reference be specific or by implicatian, shall mean the standard, specification, manual, code, or Laws ar Regulation�s in effect at the time af opening of Bids (or on the Effective Date of �he Agreement if there were no Bids), except as may be otherwise specifically stated in ihe Contraci Documents. 2. Na provision of any such standard, specification, manual, ar code, or any inst�•uctian of a Supplier, shall be ef�'ective to change the duties or responsibilities of City, Cantractor, or any of their subcontractors, eonsultants, agents, or employees, from those set forth in t.�ie Contract Documents. No such provision or instruction shalI be effective to assign to City, ar any of its off cers, directors, nr�embers, partners, emplayees, agents, cansul#ants, or subcontractors, any duty or authority to supervise or direct the performance af the Wark or any� duty or autharity fia undertake responsibility incansisteni �with the provisians af the Contract Documents. Reporting and Resolving Discrepancies A. Reportzng Discrepancies: I. Contracto�'s Review of Cont�act Dacurrcents Befo�e Starting Work: B�fOre Undertaking each part of the Work, Gontractor shall carefully study and compare the Contract Documents and check and verify pertin�nt figures therein against all app�icable field measurements and conditions. Contractor shall promptly report in writing to City any eonflict, error, ambiguity, or discrepancy vahich Cont�actor discovers, or I�as actual knowledge of, and shall obtain a written inte�retation or clari�icatian from City be�ore proceeding with any Work afFected theraby. 2. Cantractor's Review of Cont�act Docu�nents Du�ing Perforrraance af WoNk. If, during the performance of the Work, Contractar d'zscovers any conflict, error, ambiguity, nr discrepancy within the Contract Documents, or between the Contraci Documents and (a) any applicable Lavv or Regulatio� ,(b) any standard, specification, manual, pr code, or {c) any instruction of any Supplier, then Gontractor shall pramptly report it to City in writing. Cantxactox shall �.ot procead with the Work affected thereby (except in an emergency as rec�uired by Paragraph CITY OF �'ORT WORTH 2O23 CONCRETE RESTORATION CONTRACT 3 STAAIDATtD GON�TRLICTTQN SPLCTf'ICATI�N 1�OCUMENTS City Project No. 104182 Revision: 8/23/2021 oo�aflo-� GENERAL CO�fDITIONS Page 10 of G3 6.17.A) until an aYnendment or sup�lemeni to the Contract Documents has been issued by one o�the methads indicated in Paragraph 3.04. Co ntractor shall not be liable to Czty �or f�lure ta report any canilict, �rrar, arnbiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: Except as may be othe�rvvise specifically stated in ihe Contract Dacuments, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between. the provisians of the Contz�act Documents and �e provisions of any st�.ndard, specification, rrianual, or the instruciion of any Supplier (whether or not specifically incorporated by re%rence in the Cantract Documents}. ie�iZ! 3,�5 2. Tn case of discrepancie�, figured dimensions shall govern aver �caled diznez�sions, Plans shall govern over Specifzcatians, Supplementary Conditions shall govern ov�r General Conditions and Speeificat�ons, and quas�tities shown on the Plans shall gavern ova:r those shown in the proposal. Antending and Supple�nenting Conipact Documents A. The Contract Dacuments may be ain�nded to provide for addi#ions, deletions, and revisions in the Work or to rnodify the t�rms and conditions thereof by a Change Order. B. The requirements of the Connact Docuz�r�ents �nay be supplemented, and rninor variations and deviations in the Wark not involving a change in Contract Priee or Contract Time, �nay be authorized, by o�e or more of the fallowing ways: 1. A Fieid Order; 2. City's review of a�ubmittal (subject to the provisions of Paragraph 6.18.C}; ar 3. City's written interpretation ar clarifica�ian. �euse of Docurrtents A. Cont�actor and any Subcontraetor ar Supplier sha11 not: 1. have ox acquire any title ta or ovsmership rights in any of the Drawings, Specifications, or oth�r doc�aments {or copies of any �hereo fl prepared by or bearing the seal of Engineer, inciuding elect�onic media editions; or 2. reuse any such Drawings, Specificarions, other documents, or copies thereaf an extensions of the Proj ect or any other project without written consent of City and specif c wzitten verificatian or adaptation by Engz�eer. C1TY OF FOAT WORTH 2O23 CONCRETE RESTpRATION CONTRACT 3 STANDA[tD CON5TRUCTIOI� SPECIFICATIOh! DOCUMENTS City Project Nn, 1D4182 itevision: 8/23/2021 aonaa-i GEfVERAL COND3TIDN5 Page 11 of 63 B. The prohibi�ons of this Paragraph 3.05 will survi�ve final payment, or termination of the Contract. Nothing h�rein sha11 preclude Contractnr fram reta.inin� copies of t1�e Contract Dacuax�ents �ox xecord purpo�es. 3.06 Electronic Datca A. Unless otherwise stated in the Supplementary Candi�ions, the data furnished by City or Engin�er to Contractor, or by Contractor to City or Engineer, tha.t may be xelied upon are lirnxted to the printed copies included in the Contract Dacuments (also known as hard copies) and other Specifications referenced anci located on the City'� on-line electr�nic document management and collabflration system site. Files in electranic media %zmat of text, data, graplucs, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained nr derived from such elect�onic files wi11 be at the u�ex's sole risk. If there is a d'zscrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media formai, the iransferring party makes na representatians as to lang terrn campatzbility, usabzlity, ox readability of documents resulting fram 1:he use of software applicaiion packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4— AVAILABILITY �F LANDS; SUBSiTRFACE AND PHYSICAL CONDITIONS; HA�aRnOUS ENVIRONMENTAL CONDIT�ONS; REFERENCE POINTS 4.01 Availability ofLa�ds A. City shall furnish the Site. City sha11 notify Contractor of ar�y encutnbrances or restrictions not of general application but specifically relat�d to use of the Site vuith which Contractar must comply in performing the Worlc. City will obtain in a timely manner and pay for easements for pernzanent structures or pe�rnanent changes in existing facilities. 1. The City has obtained or anticipates acquisition o� and/ar access to xight-of way, andlor easezraents. Any outsfianding righ.t-of way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project �chedule submitted by th� Cantractox in accordance with the Contxact Documents must consider any autstancling right-of way, a.tidlor easements. 2. The City has or anticipates removing anc�/or relocating utilities, and obstructions to the Site. Any outstanding xe�nn.oval ox relocation of utilities or obstructions is anticipated in accordance wiih the schedule set forth in the Supplementary Conditions. The 1'rojeci Schedule submitted by the Contractor in accordanc� with the Contract Documents must consider any ouistat�ding utilitxes oz o6stzuctions to be reznoved, adjusted, andlor relocated by others. B. Upon reasonable written request, City shall furnish Con�ractor wiih a current staternent of record legal title and legal descrip#ion of the lands upon which the Work is to be pexformed. CITY QF FORT WORTH 2O23 CONCRETE RESTORATIOI�i CONTRACT 3 STAN]�ART] CONSTRUCTION SPECIFICATI�N DOCUIviCNTS City Projec# I�Io. ID4182 Revision; 8123f2Q21 00 72 OD - i G�NERAL COIVaITIONS Page 12 of 63 4.02 C�17c3 C. Contractor sha11 provide for aIl add'zt�anal lands and access thereto that may be required for construction facilities or storage of materiais and equipment. Subsurface and Physical Conditaons A. Reparts and Drawrngs: The Supplem�ntary Condi�ions identify: I. those zeports knawn to City o� explorations and tests of subsurface conditions at or contiguous to the Site; and 2. thase dra�vings kno�vn ta City a� physical conditions relaiing to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited �eliance by Contracto� on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contaiu�ed :in such reparts and dravvings, but such reports and drawings are nat Con�ract Documents. �uch "t�chnical data" is identified in the Supplementary Conditions. Contractor may not make any Contiract CXaim against City, or any pf their officers, directors, members, partners, empIoyees, agents, consultants, or subcontractors with respect to: 1. the completeness a� such reports and drawings for Contractor's pwposes, including, but not limiied to, any aspects of the means, methods, �echniques, sequences, and prncedures of construction ta be emplayed by Contractor, and saf�ty precautions and programs incident ihereto; or 2. nther daia, interpretatians, opinions, and information containad in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion clrawn fxom any "teckznical data" or any such other data, interpretations, opinians, or information. D�ering Subsurface or Physical Condiiions A. Notice: If Contractor believes tliat any subsurface or physiea.I conditian tE�at is uncovered or re�ealed either: 1. is of such a nature as to establish that any "technica.i data" an v�rhich Cantractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is af such a nature as to require a�hange in the Cantract Doc�,unents; or 3. differs materially from that shown ox i�dicated in the Contract Dacuments; ar 4. is of an unusual naiure, and differs materially from conditions ordinarily encountered and generally recognized as inherent in �rork of the character provided for in the Cantract Dacuments; CITY OF FORT WORTf-I 2023 CD3�ICRET� RESTORATIQAI CON'I'RACT 3 STANDARDCONSTRUC7'IONSPECIFICATIpNDOCUMENTS CityProjectNo. ]04182 Revision: $i1312021 OD720�-1 GENERAL CONDITIONS Page I3 of G3 4.04 then Cantractor sha1l, promptly after becozning aware thereof and before further disiurbing the subsur�ace or physical conditions or performi.ng an.y Work in connection therewitli (axcept in an emergency as required by Paragraph 6.17.A), notify Ciiy in writing about such condition. R. Possible Price and 7'irne Adjustments Con#�actor shall not b� �nti#1ed to any adjr�stment in the Contract P�ce ox Cantract Time if 1. Contractar lcnew of the existence of such canditians at t�e time Contractor made a final cominitment to Ciiy with respect io Cantract Price and Contract Time by the submission of a Bid or becoming bound und�r a negotiat�d coXltract; or 2. th� e�stence of such condition could xeasonab�y k�ave been discovered or xevealed as a result o�th� examin.ation of the Contract Documents or the Site; or 3. Contractor failed to give ihe written notice as required by Paragraph 4.03.A. Unde�g�aund �'acilities A. Shown or l�nc�fcated: The information and data shown or indicated in the Contract Document� with respect to existing Undergraund Facilities at ar car�tiguous fio tl�.e Site is based on information and data furnished to City ar Engineer by the owners of such Undarground Facili�:ies, including Ciry, or by others. Unless it is other�ise expressly prnvided in �he Supplementary Conditians: 1, Czty a�nd Engineer shall nat be responsible far the accuracy or completeness of any such information or data provided by others; and 2. the eost of alI of the following will be included in the Contract Price, and Cantractor sha.11 have full responsibility for: a. r�viewi.�g and checking aIl such information and data; b. locating all Underground Facilities shown or indicated in ihe Contract Documents; c. coordinatioi� and adjustment of ihe Work with the owners of such Underground raciIities, including City, during canstructian; and d. the safety and protection o�' al� such Unde�groun.d racilities and repairing any damage thereto resulting from the Work. B. Noi Shawn or 1'ndicated.• 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was nat �hawn or indicated, ox �ot shown or indicated with reasonable accuracy in the Contract Documents, Contractor sha11, promptly after becoming aware thereof and before fi�rtl��r disturbing conditions afFected thereby ar performi.ng any C1TY OP FOI2T WQRTH 2D23 CONCR�T� RESTORATION CONTRACT 3 STANDARD CONSTRUCTION SPECiFICATION DOCIJMENTS City Yroject No. 104182 Revision: 8/23/2D21 00 �z oo - � GENERAL CONDITIONS Page 14 of G3 Work in connectian therewith (except in an emergency as requi�ed by P�ragraph &.17.A), identify ihe owner of such Underground Facility and give notice to that owner and to City. City will review the discovered LJndearground Facility and determine the extent, if any, to w�ich a change rn.ay be required in the Contract Documents to reflect and document the consequences of the e�istence or location of the U�ndexgraund Facility. Contractor shall be responsible for the safety and protEction of such discav�red Underground Faciliiy. � • Y � 2. If Ci1.y concludes �at a change in �lie Cantract Docurnents is required, a Change Order may be issued to reflect and doeument such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of a11 utility campanies a xninimum of 4$ hours in advance a�` coz�structio� includiug exploratary excavation if necessary. Reference Points A. Ci�y sha11 provide engineerin.g surv�eys to establish reference points �ar cozastz�action, �vhich in City's judgment are necessary to enabl� Contractor to proceed with the Work. City will pro�ide constructian stakes or other customary method of marking to establish Ii�e and grades �ar roadway a.nd utility construction, canterlines and benchmarks for bridgework. ContractQr shall protect and preserve the established referenee points and property manuz�nenis, and shall a�xaake no changes ar relocations. Contractor shall report to City wl�enever any reference point or property monumen� is lost or destroyed or requires relocat'ran because of necessary cha�ges in gr�des or locat�ons. T�e City sha11 b� responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contxactox. The Con.txactor shaJl notify City in advance and with sufficient tirne to avoid delays. B. Whenever, in the apinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contraetor or any of his employees, the fu11 cost for replacing such points plus 2�% will be charged aga.inst th� Contractar, and the full amount will be deducted frorn payment due the Cvnt�actor. 4.06 Hcrzdrdous Environment�l Canc�iiaan at Site A. RepQrts e�nd Drawings: The Supplementary Ct�nditians identify thos� r�ports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Cant�acior on .Technical Data Autho�ized: Contractar may rely upon th� accuracy of the "technical data" contained in such reports and c�Zawian.gs, but such reparts and drawzngs are not Contract Dacutnents. Such "techr�ical data" is ideniified in the Supplementary Conditions. Contractor may not make any Contract Ciaiun agaanst City, or any o� �heir af�icers, direc#or�, members, partners, �mployees, agents, consultants, or subcontractors with respeci to: 1. th.e co,txxpleteness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, �ec�iques, sequences and proceduxes of Ci`�Y OF FORT WORTH 2U23 CONCRCT� RESTORA'FIO�1 CONTRACT 3 STANQARD CON3TRUCTION SPECIE'ICATION DOCUM�:N`J'S City Project No. 104182 Revision: 8l23/2D2 i OD72D0-1 GENERAL CONDITIONS Pagc 15 of 63 construction to �e employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and infortnation cor�iain�d in such reporks or shown or indicated in such c�rawings; or 3. any Cantxactar inte�rpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or in%rn�ation, C. Contractor shall not be responsible for any Hazardous Enviranmental Condition uncovered or �evealed afi the 5ifie which. was not shown or indicated in Drawings or Specifications ar identified in the Contract Doc�unents to be within the scope of the Work. Contractor shall be responsible far a Hazardous Environmental Conditian created with any mate�ials brought to the Site by Contractor, �ubcontractors, Suppliers, or any�ane else for whom Contractor is responsibl�. D. If Contractor �ncounters a Hazardous EnvironmentaI Condition or if �onf;ractor or anyone for whom Cont�`acfor is respansible creates a Hazardous Environmental Condition, Contractor shall itxunediaiely: {i) secure or otherwise isolate such condition; (u} stop a11 Work in connection w'rth such conditifl� and in any area affected �liereby (e�cept in an emergency as reqe�ired by Paragraph 6. � 7.A); and (iii} natify City (and promptly thereafter confirtn such noiice in writing}. Ci�y may consider the necessity to reta.in a qualified expert to evaluate such condiiion or take carrective action, i�' any. E. Contractor shall nat be required to resume Wox� i�. cannection with such conditaon ar in any affected area until after City has obtained auy required parmits related ther�to and delivered vcrritten notice to Contractor: (i} specifying that such conditian and any affected area is or has been rendered suitable far the resumpiion of Work; or (u) specifying any special conditions under which such Work rnay be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Wark based on a reasox�able belief zt is unsaf'e, ax does not agree to resume such Wark under such special eonditions, then City may arder the portion of the Work that is in the area affect�d by such condi�on to be deleted from the Work. Czty may have such deleted partion oithe Work performed by City's own farces or others. G. To the fullest extent pe�mittea' by Laws and Regulations, Cont�actar shall indemnify and hold ha��nless City, from and against all claims, costs, iosses, and damages (including but noi lirnited to ctll f�es and chdrges af engineer�,s, a�chitecis, attorneys, cxt�d otheY professionals and all court o� arbit�ation a� other a�ispute resdution costs) arising aut of or pelating to a Haza�dous Environsnental Condition created by Cont�actor� or by anyone fo� vvhoFn Contracto� is �esponsible. Nothing in this Paragraph 4. 06. G shall oblig�ate Contr�rctor to rndenanify any individual ar� entaty , from and c�gainst the consequences of that individual 's or entity's own negligence. H. The pravisions of Paragraphs 4.02, 4A3, arid 4.Q4 dQ not apply to a Hazardaus En�rironmental Conditio� uncovered or revealed at the Site. CITY OF FORT WORTH 2O23 CONCRETE RES1'O12AI'ION CONTRACT 3 5�'ANbARb CphISTRUCTIpN SP�CIFTCATIDN DqCUMEN'I'S City Project Na. 1441 &2 Itevisian: 8/23/2Q21 0072DO-i CEIVEFtAL CONDITIONS Page 16 of 63 ARTICLE � — BONDS AND INSURANCE 5.01 �icensed Sureizes and .Ins�tre�s 5.42 5.03 AlI bonds and i_n�urance required by the Contract Documenis to be purchased and maintained by Contrac�or shall be obtained from surety or insurance campar�ies that are duly lic�nsed or a�thorized in the State of Texas to issue bonds or insurance policies for �he Iimits and coverages so required. Such surety and insurance companies shall alsa meet such additional requirements and qualifications as may �e provided in the Supplementary Condition�. Perfa�rracrnce, Payment, and Mafntenance Bonds A. Contractor sha11 furnish p�rformanc� and payment bonds, in accordanc� with Texas Governm�nt Code Chapter 2253 or successor statute, each in an amount equal ta the Contract Price as security for the faithful performance and payment of a.�l of Contractor's obligations under the Contract Document�. B. Contractar shall furnish rnaintanance bonds in an amount equal to the Contract 1'rice as security to protect the City against any defects iu any portion of the Work described in the Contract Docurnents. Maintenanee bonds shall remain in effect for two {2) years after the date of Final Acceptar�.ce by the City. C. All bonds shall be in the form prescribed by the Coniract Documen#s except as provided otherwise by La�rs ar Regulations, and shall be e�ecuted by such sureti�s as are named in th� list of "Cornpanies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Ci�cular 570 (amended) by the Financial Managemeni Service, Surety Bond Branch, U.S. De�artment of the Treasury. All bands signed by au 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 ihe agent or attorney-in-�act signed each bond. D. If the surety on any bond furnished by Contraetor is declared bankrupt ar becomes insolveni or its right to do business is� terminated in the State of Texas ax it ceases to meet the requi�eznents of Paragraph S.Q2.C, Contractor shall prompily notiFy City and shall, within 30 days aiter the event giving rise to such notifica#ion, provide another bond �nd surety, both of which shall corr�ply tivith the requirements af Paragraphs 5.01 and 5.02.C. Cert�eates of Insurrxnce Contraetor shall deliver to City, with copies to each adciitional insured and loss payee identified in the Supplernentary Conditions, c�rtificates of insurance (oiher evidence of insurance requasted by City ar any other addiiional insuxed) in at least the minunum amount as specified in the Suppleznentary Conditions which Contractor is r�quired to purchase and maintain. 1. The certificate af insurance shall dacument the City, and all id�ntified entities named in the Supplementary Conditions as "Addiiional Insured" on alI liability policies. CITY OP FORT WORTH 2O23 CONGRETE RESTORATIO?�I CDidTRACT 3 STANDARD C�NSTRUC7'IQN SY�CIPICATION DOCUMENTS Cily Project No. 1041$2 Revision: 8/23/2021 00�2oo-f GENERAL CON�ITIONS Pege 17 of 63 2. The Con�ractor'� general Iiability insurance shall include a, "per project" or "�er location", endorsement, which sha11 be ideniified in the certificate of insuxance provided to the City. 3. The certificate sha11 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 eutrent A.M. Best Property & Casuaity Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except far workers' compensatian, all insurers must have a minirnum rating of A-: VII in the cu.rrent A. M. Best Key Rating Guide or have reasonably eq2aivalent financial strength and solvency to ihe satisfaction of Risk Management. If the rating is below that required, written approval af City is required. 5. AIl applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. 7n addiiion, the Contractor agrees to waive a.Il rights of subrogatian against the Engineer (zf applicable), and each additional ins�ured identified in the Supplementaxy Canditions 6. �'aiIure of the City to dexnand such certif cates ar other evidence of full compliar�ce with the insurance requirements ar failure of the City to �dez�ti�y a deficiency fronn evidenee �laat is provided shall not be canstrued as a waiver of Contractor's obligation to maintain such lines of insuranc� cov�rag�. 7. If insurance policies ar� r�ot written for specified coverage li�nits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. Unless oth�rwise sta.ted, alI required insuratice shall be written on the "pccurrence basis". If eaverage is urade�itten an a clai�nas-�x�ade basis, the retroactive date shall be caincident with or prior to the date of ihe effective date of the agreement and the ce�tifieaie of insurance shall state that the coverage is claims-made and the retroactive date. The insura.race coverage sha.11 be maintain�d for the duration of tl�e Cantract and for three (3) years following Final Acceptance provid�d undar the Contra.ct Dacuments ar for the warranty period, whichever is longez. An a�nnual certzficate o� msu�rance subznitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endors�ments, which, neither nullify or arnend, f11e requi:red lines af coverage, nor decrease the lirnrts of said coverage unless snch endorsements are approved in writing by the C'rty. In the event a Contract has been bid or executed and tl�e exclusions are deterrnined to be unacceptable ox the City desiares addxt�onal insurance coverage, and the City desires the contractorlengineer �o obtain such coverage, the contract price shall be adjusted by the cost of the pr�mium far such additianal coverage plus 1 Q%. 10. Any self insured retentian (SIR), in e�cess of $2S,OQ�.00, affecting required insurauce coverage shall be approved by the City in regards to a.sset value and stockholders' equiiy. In CITY OF FORT WORT�-I 2023 CONCI2ET`C f�STpRATION CONTIZAC'1" 3 STANDARD CONSTRUCTION SPECIFICATION �OCUMENTS City ProjectNq. ] 04182 Revision: 8/23/2021 oo�zoo-i G�NERAL CONDITIONS Page i 8 af 63 lieu nf trad.itional insurance, alternative caverage maintained through insurance pools or risk retention groups, must also be appro�ed by City. 11. Any deductible in excess of $5,000.00, for any policy that does no# provide coverage on a firsfi doliar basis, rrzust be acceptable to and appraved by the City. 12. City, at i� sole discretion, reserves the right #o review t�.e ixlsurance requirements and ta make reasonable adjustments to insurance cov�rage's and thEir limi�s when deemed necessary and prudent by the Giiy based upon changes in statutozy lav1, court deciszan ar tbe claims histcrxy of the indushy as well as af the cantracting party to the City. The City shall be rcquired to pravide prior no�ice of 9� days, and the insurance adjustxnents sha11 be incorporated info tl�e Wark by Change Order. 13. City shall �be entitled, upon varitten xequest and witk�out expezase, ta receive copies af policies and endorsements thereto and rnay make any reasona.ble requests for deletion or revision or modificatians of particular policy. terzns, conditioz�s, li�uiations, or excl�xsions necessary to conform tbe policy and endorsements to the requiremenis of the Gontract. Deletions, revisions, or modifications sha11 not be required where policy pxovisions are established by la�r ar regulations binding upon either party or the underwriter on any such policies. 14. City sha11 not be responsible for the direci payment of insurance premium costs for Contractor's insurance. 5.04 Contracto�'s Insa�rance A. Worke�s Co�pensatiora and Employers' Liabilit)r Contractar sha11 purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined iz� tk�e Texas Workexs' Comper�sai�an Aci (Texas Labor Cod�, Ch. 406, as amended}, and minitnum limits for Employers' Liability as is appropriate for the Work being perfarmed and as wi.11 provide protectian from claims set forth below which may arise out of or result from Contractor's performance of the Wark and Contractor's oiher obligations under the Contract Documenis, wheihex ifi is ta be performed by Contractor, any Subcontractor ar Supplier, or by anyone directly or indireetly employed by any of them to perform any of �lie Work, or by anyone for whose acts any ofthem. may be liable: 1. clair�s under workers' com�ensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupationa.I sicl�ess or disease, or dea�li af Contractox's employees. B. Comrazercial General Liabalaty. Covexage shall include but not be limited to cov�ring liability (bodil� injury or prop�rty darnage) arising from: premises/operat�ons, independent contractors, prQducts/completed operatio�s, pe:rsonal injwy, and liability under an insured eontract. Insur�nce shall be provided on an occUrrence basis, and as comprehensive as the current Insurance Services OfFice (ISO) policy. This insuirance shall appXy as primary insurance with respect to any oiher CITY OF FORP WORTH 2Q23 COI�lCRETE R�STORATION CON'1`RACT 3 STANBARD COt�STRUCTION SPECIT'ICATION DOC[]MENTS Cify Praject I�#o. I04182 Revision; 8123Y1021 oo�zoo-i �ENERAL CpND]TIONS Yage 19 of 63 insura�ace or seIf insurance programs afforded to the City. The Commercial General Liability palicy, shall have no exclusions by endorse�nents tlaat wvould alter of nullify premises/operations, productslcompletec� operations, contractual, p�rsonal injury, ar advertz�ing znju�ry, wkzich are na�ally contained with the policy, �nless the City approves such exclusions in writing. �'ar construction projects ihat present a substantial completed operation exposure, fihe City rnay requir� the eontractor to maintain carnpleted operafians cauerage for a m.inimunri of no Iess than thxee {3) yeaxs followzng the completion of the project {if identified in the Supple�nentary Conditions). C. Autornabile Liability. A commerciai business auto policy shall provide coverage on "any auta", defined a� autos owned, hired and non-pwned aa�d px•ovide indenruzity for claims for damages because bodily injury or death of any person and ar property damage arising out of thc �vork, rnaintenanc� ar us� of any motor vehicle by the Cantractar, any Subcont�ractar ar Supplier, or by anyone direcfily or iur�dzrectly employed by any of them to perfarm any of the Work, or by anyone for whose acts any of them rnay be �iable. D. Railroad P�otectfve Liability. If any of the work or any warranty work i� wrthin the limits o� razlxoad xight-af way, the Coniractor shall comply wi�ih the requirements identified in ihe Supplernentary Conditions. E. IVotrfication of Policy Ccrncellation: Contractor shall immediately notify Czty upon cancellation or ather lass af insurance caverage. Contxactor sha11 stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this s�ction. 5.05 Aceeptanee of Bonds and Ins�trance; Option to Replace If City has any objecrion ta the coverage afforded by ar other pravisions o� the bands ar insurance required to be purchas�d and maint�.ined by th� Contractax in accoxdance wi.fih Article 5 an the basis of non-conformance with ihe Contract Dacuments, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractox sk�a.11 provide ta the Citq such addit�anal infarnr�a�zon in respect of insurance provided as the City may reasonably request. If Cantractor aoes not purchase or maintain a.11 of the bonds and i�surance required by th� Contract Documents, the City shall notify the Contractor in writing of such faiIure prior to the start of ihe Worlc, or of such failure to maintain prior to ariy change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPON5ISILITIES 6.01 ,Supervision and Super�intender�ce A. Contractar shall �upervise, inspect, and dir�ct the Wark competently and efficiently, devoting such atter�tian thereto and applying such skills and e�pertise as may be necessary to perform the Work in accordance with ihe Contract Dacuments, Coniractor shall be solely responsible for the m�ans, m�thods, teck�niques, sequences, and procedures af can�t�ucf�on. CiTY O�' FpRT WqRTH 2D23 CONCRETE RESTORATIOIV CONTRACT 3 STANDARD COi�iSTRUCTION SPECiPICATION 7]OCC11u1CNT5 City Projeat Mo. 1041 &Z Revision: 8/23/2021 007200-1 GENERAL CpN�ITIONS Pege 24 of 63 6.02 B. At all times dLuing the progress of tb.e Work, Contractor shall assign a cornpetent, English- speakit�g, Supexintendent who shall not be replaced wi�hout written notice to City. The �uperintendeni will be Contractor's representative af the Site az�d shall have authori�ty to act on behal� of Contractor. All communication given to or received from ihe Superintendent shall be l�inding on Contractor. C. Cantractar shall noti�y �he City 2� hours prior to moving areas during �he sequence of construction. �abor; Working Hou�s A. Contractor shall pro�de competent, suitably qualifi�d personnel to perfarm constructian as required by the Contract Docurnents. Coni�ractox sha1l ai all times maintain good discipline and order at the Site. B. Except as otherwise required fflr the safeiy or protection af pexsons ar tl�e Work or property at the Site ar adjacent thereto, and except as otherwise stated in th� Contract Documents, alI Work at the Site sY�all be performed d►xring Regular Working Houz�s. Contractor �vill not per�it the performance of Work beyond Regular Working Hours ar for W�ekend Working Hours without City's written consent (which will not be unreasonably wzthheld}. Written request (by letter or electronic comrnurucation) to perform Wark: for beyond Regular Working Hours request rnust be made by naon at least two (2) Busi.xzess Days priar 6.03 2. for �Veel�end Working Hours request must be made by noon of �he pr�ceding Thursday 3. for legal holidays request must be made by noon two Business Days priax to the Iegal ho�iday. 5ervices, Materials, and Equipment A. Unless other�ise specified in the Contract Documents, Contractor shall pravide an�d assuxne �u11 responsibility %r a11 services, materials, equipment, labor, transportation, constnFction equipment and machinery, tools, appliances, fue1, power, light, beat, telephane, water, sanitary iacilit�es, tempnrarq facilities, a�.d a.11 other facilities and incidentals necessary for the perforrnance, Contractor required testing, start-up, and completion of fhe Work. B. A11 mater�als and equipment incorporated i�to the Woz�k sha�l be as specified or, if not specified, sha.11 be of good quality and new, except as otherwi�e provided in the Contract Docurnents. All special warranties and guaxantees required by the Specifications shall expressly run to the laenefit of City. If rec�uired by City, Contractor shall furnish satisfactory evxdence {including reparts o� required tests) as to the source, kind, and quality af materials and equipment. CITY qF FORT 'WQRTH 2O23 GQNCRETE RESTdRATi0�+1 CON'1'RACT 3 STA�+IDARD CON3TRUCTION SPECiFICATIOt�[ DOCUMENT,S City ProjeatNo. 1041$2 Ravisian: $/23/2021 oonoo-i GENERAL C�NDl710NS Page 21 of 63 6.04 .'XII.� C. All materials and equipment to be incorpQrated into the Work shall l�e stored, applied, instalied, connected, erected, proiected, used, cleaned, and conditioned in accordance vvith instructions o� the applicable �upplier, except as ofh�rwise may be provided in the Cantract Documents. D. All items of standard equiprz�.ent to be incarporated inta flie Work sha11 be the Iate�t rnodel at the time of bid, unless otherwise specified. P�oject Schedule A. Contractor shall adhere to th� Project Schadule established in accordance with Paragraph 2.07 and ihe General Requirez�aents as it may be adjusted from time ta time as providad balow. 1. Contractor shall submit to City %r acceptance {to the extent indicated in Paragraph 2.p7 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changir�g the Contract Tr"me. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule wit� a monthly progre�s paynnent for the durat�on of the Can#�act in accardance with the schedule �p�cification O1 32 1�. 3. Proposed adjustm.ents i�a the Pxoject �chedule that will change the Contract Tirne shall be submitted in accordance with the requirements of Ariicle 12. Adjustrn.ents in Contiract Time may only be made by a Change Order. Substitutes ancl "Or Equals" A. Whenever an item of materiai or equipment is specified or described in the Contract Documents by using ihe name of a proprietary item or the name of a particula�r Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or descriptian co�tains ar is �ollowed by words reading that no lika, equivalent, or "or-equal" item or no �ubstitution is permitted, other items af material or equipment of athez Suppliers may be sul�mitted to City for r�view under the circumstances deseribed below. "Or-Equal " Itertas: If ix� Czty's sole discretian an item of maferial or equipment proposed by Cont�actor is funeti�nally equal to that named and suf�iciently similar so thafi no change in related Work wi.11 be requrred, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed itein znay, in City'� sole discxetion, be accamplished without compiiane� with �ome or all of the requirements for appro�al of proposed substitute items. For t�ie purposes of this Paragxaph 6.OS.A.1, a proposed itern af material or equipment will be considered functionall� Pqual tn an item so na�ned if: a, the City determines that: 1) it is a.t l�ast equal in materials of construction, quality, durability, appearanee, strength, and design chaxacteristics; CI'CY OF FORT WORTH 2O23 CONCRETE RESTORATION CONTRACT 3 5TANDAI2D CONSTRUC"I'ION SPECIFICATION DOCiJM�N'I'S City Project No. 104182 Aevis'spn; 8/23/2021 00720p-1 GENERAL CONDlTIONS Page 22 of G3 2) it will reliably p�rfarm at least equally well the function and achieve fi11e results imposed by the desi�n concept af the completed Project as a functioning whole, and 3) it has a pxoven xecord of parfor�x�ance and avaalability of responsive service; and b. Contractar certifies that, if approved and incorporaied into the Work: 1) there will be no increase in cost to the City or increase in Contxacf Tizne; and 2) if v�ill conform substantially to the detailed requirements of the item named in the Contract Dacuznents. 2. Suhstiiute Items: a. Tf in City's sale discretion an item of material or equipment proposed by Contractor does not qualify as an"ox-equal" itez� under Paragraph 6.OS.A.1, it may be sub�nitted as a propos�d substitute item. b. Contracta�' shall submit sufficient information as provided b�low to allow City �o determine if �he item of material o� equipment propased is essentially equivalent to that naz�aed az�d an acceptal�le substitute therefor. Requests for review of proposed substitute items of material or equipment will noi be accepted by City from anyane other than. Con�ractar. Contractor shall make written app�ication to City far review of a praposed substitute item of matexial or equipzx�.ent �hat Contractar seeks to furnish ar use. The application shall comply with Section 01 25 00 and: 1) sha11 certify tl�.t the propos�d subsfiitute item will: a} perform adequaiely the funetioz�s and achieve the results cal�ed £or by the general design; b} be siz�ilar in substance to that speci�'ied; c} be suited to the same use a� #hat �peciixed; an.d 2} will state: a} the e�tent, z� any, to which the use af the proposed substitut� item will preju�lice Contractor'� achievement of final completion on time; b) whether use of the proposed substitctte i#em in the Work vvill require a change in any of the Contract Dacuments (ar in �the provisions a� any ofher direct cantract with City for other work an the Project) to adapt the design to the proposed substitute itezx�; Cil'Y OF �'012T W012TH 2O2� CONCRE`I'E RESTORATIQN CON'fIL4CT 3 STANDARD COi+ISTRUCT'ION SPECIFICATION DQCUMENTS City ProjectNn. If}4182 Revision: 8/2312U21 oa�aao-i GEN�RAI. CONDITIONS Pa$c 23 01' G3 c} whether incorporation or use af the proposed substitute itern in connection with the Warlc zs subject to payment ai any license fee �r royalty; and 3) will iden�tify: a) alI variations of tha proposed substitute item from that specified; b} available engineering, saies, maintenance, repair, and replacement services; and 4} shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use o� such substitute item, including casts of redesign and D�age Claims af other cont�actors affected by any resulting change. B. 5ubstitute Construction Methods a� Procedu�es: Tf a specific means, method, technique, sequence, ox pracedure o� const�ructxan is expressly required by the Cantract Documents, Con�racfor may fuinis� or utilize a substitute means, me�hod, tecl�nique, sequence, or procedure of construction approved by City, Cqntractor shall submit suffici�nt information to allow City, in City"s sole discretion, to determine that tl�e substitute proposed is equivalent to th.at expressly called �ox by th� Contract Documents. Confiractor shall make written application to City for review in the same manner as those provided i�x� Paragraph 6.�S.A.2. C. City's Evaluation: City will be allawed a reasonable t�ae withiza which ta evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 5.05.B. City may require Contractor to fi�rnish additional data aboui the prapased subsfitute. City will be the sole judge of acceptability. No "or-equal" or suhstitute will be ordered, installed or utilized until City's review is corr�plete, which will be evidenced by a Change Order in ihe case of a substitute and an accepted Submittal for an "or-equal." Cit� will advise Contractor in writing o�Fits defierc�r�ination. D. S'peeial Guarr�ntee: City may require Contractox to ��,u-n.ish at Contxactox's e�pense a special performance guarantea, warraniy, or oiher surety vv�th respect to any substitute. Contt•actor shall indemn� and hald ha�rnless City and ar�yone directly or indi�ectly employed by them fr�om a�d against any and all clair�.s, damages, losses and expenses (incr�cding attorneys fees) crrising aut nf the use of �ubstituted mate�ials or equipment. E. City's Cost 1Zeimbursement: City will record City's costs in evaluating a substitute pxoposed ax subrtiitted by Cantractor pursuant ta Paragraphs b.05.A.2 and 6.05.B. Whether or not City approves a substifiute so proposed or sub�x�itted by Cor�tractqr, Con�ractar may be required ta reimburse City for evaluating each such praposed substitute, Cantractor may also be required to reimburse City for the charges for rnaking changes in the Contract Docum�nts (or in the provisions of any other direc� contract with City} resulting from the acceptance of each proposed substitute. F. Cont�c�ctor's �xpense: Contractor sha11 provide all data in support of any proposed substitute or "ar-equal" at Contractor's expense. CITY OF FORT W�RT�F 2623 CONCRETE RESTQRATION COIVTRACT 3 STANDARD CONSTRUCTION SPECIFICATEON DOCiIMENTS City Project No, 104182 Rcvision: 8/23/2021 oo�zoo-i GENERAL CQIVDITIONS Pagc 24 of 63 . i: G. Ci�y Substitute Reimbut�setnent: Costs (saviz�gs or chaxges) attributable to acceptance of a substitute shall be incorporated to the Contract by� Change Order. H. Time Extensions: No additional iime will be granted for substitutions. Cancerning Subcontracto�s, Supplie�s, and Othe�s A. Con�ractoz shall pez�oz�m wrth his own organizatian, wark of a value not Iess than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall nat employ any Subcan�ractar, Supplier, ox other individual ar entity, whether ini�ially or as a replacement, against whom City may have reasonable abjection. Contractor shall not be required to employ any Subcon�ractor, Supplier, or ather indi�idual or entity to furnish or perfarm any of the Work against whom Contractar has reasonable objection (excluding those acceptable ta City as indicated in. Paragxaph 6.06.C}. C. The City may from time to time require the use of certain Subcontractors, Suppliers, or oiher individuals or entities c�n t1�� praject, and will provide such requirements in the Supple�nentary Canditions. D. Mina�ity B�csiness Enterpri,se Compliance: It is City policy to ensure #he fia.11 and eq�itable participation by Minority Business Ente;rpxises {MBE) in the procuxement of goads and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply witb the intent o�the City's MBE Oxdinance (as amended) by the folivwing: 1. Contractor shalI, upon request by City, provide complete and accurate infarmation regarding actual work performed by a MBE on tl�e Contract and payment therefor. 2. Caz�tract�r will not make additions, deletions, or substitufi�ons of accepted MBE without written consent of the Ciiy. Any unjustified change or deletion shall be a material breach of Co�.t�act and may resuIt in clebaxzn.en.t in accoxdance with the procedures autlined in the Orclinance. 3. Contractor shall, upan xequest by City, allaw an audit an�/or eXamination o�any books, xecoxds, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material rnisr�presentation of any nature �nvill be grounds for �ern�ination of the Contract in accordance with Paragraph 15.42.A. Any such misrepresentation may be graunds for disqualification of Contractar ta bid on future can�racts with �lie City fax a period o� not l�ss than three years. E. Contractar sha11 be fiilly responsible to City far all act� and orr�issions of the 5ubcontra�tors, Suppliers, an.d other individuals or entities performing or fitrnishing any of the Wark just as Contractor is rasponsible for Contractor's own acts and omissions. Nothing in the Contract Doc�ments: CITY OF FORT WORTH 2D2 COI`iCi2ET� RES'POItA'I'1pN CON'I'R.4CT 3 STANDAI2D COt�fSTRUCTION SPECIFICATION DOCUMENTS Cit�+ Projectiso. 1D4182 Revisiqn: 8/23/2021 00720D-I GENERAL CdN01TIONS Page 25 of 63 6.07 1. sh.all cxeate %r the benefit oi any such Subcontractor, Supplier, or other individual or entity any contractual relation�liip between City and any such Sui�contractor, Supplier or o�her individual or entity; nor 2. sha11 create any obliga�ion on the part of City to pay ar ta see to the payment of any maneys du� any such Subcontractor, Supplier, or other individual or entity except as ma.y othervrise be r�quired by Laws and Regulatians. F. Contractor sha,ll be soleIy respansible far scheduling and caordinating the Work afSubcontractars, Suppliers, and other individuals or entities performing or furnishing any of ihe Work under a direct ar indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals ar entities performing ar fizrnishing any of the Work shall commurucate with City through Contracior. H. All Work performed for Gantractor by a�ubcontractor or Supplier will be pursuant to an appropriate agreement hetween ContractQr and the �ubcontractor o� Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Docum�nt� for the benef�t of City. Wage Rcrtes A. Da�ty to pay Prevcrilang Wage Rates. The Contractor shall comply �rith all requirements af Chapter 2258, Texas Government Code (a� aznendec�), i�cluding fihe payzx�ent of not Iess tha�n the rates determined by the Ciry Colancil of the City of �'ort Worth to be the prevailin� wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Conlract Documents. B. Penaliy for Violation. A Cont�actor or any Subconiractar who does not pay the prevailing wage shall, upon dernand made by the City, pay to the City $60 for each �vork�r employed for each calendar day or part of the day that the workex is paid less than the prevailing wa�e rates stipulaied in these contract documents. This penalty sha11 be retainad by the City to offset its ac�ministrative casts, pursuant to Texas Gavernment Cade 2258.023. C. Complaints of Violations and City Dete�manation of Good Ccause. On xeceipt of in%xrr�.ation, including a eomplaini by a worker, concerning an alleged violation of 2258.023, Texas Government Cade, by �. CprifTT�C�p�' ar Subcantractor, the City shall rz�ake an initia.l deterrnination, before the 31st day after the date the City receives the information, as ta whether good cause exists to believ� that the vialation accurre�.. The City shali natify in writing the Contractor or Subcantractox and any affected worker of its iniiial determination. Upon the City's determinatian that th�re is good cause to believe the Contractor or Subcontractar has violated Chapter 22S$, the City sha11 retain the full amounts claiumed by the claamant ox cl�mants as tk�e difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress pa�ments pending a final deternv�ation afthe viola�ian. CITY OF FORT WORTH 2O23 CONCRETG R�STQRATiON CQNTRAGT 3 51'ANf�ARD CONSTIZUC'I'ION SPBCTFICA'1'ION llOCUMENTS Ciry Project No. 104182 Rcvision: 8/23/2021 0072DO-1 GEN�RAI. CONDITIOiVS Page 26 of G3 6,Q8 D. Arbitratfon Reqari�ed if Violatron Noi Resoived. An issue relating tn an alleged viola�ion of Section 2258.023, Texas Govemrnent Code, znclud'zng a penalty owed to the City or an affected worker, shall be submitted to bindi_ng arbitration in �ccordance vwith ihe Texas General Arbiiration Act (Articl� 224 et seq., Revised Stafutes) if the Contract�r or �ubcontractor and any a.ffected worker does not resolve t1�e issue by agreement before th� 15th day after the date tha City makes its initial detexmination puxsuani to Pa�ragxaph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbi�ra�ion is r�quired, a district court sha.11 appoint an �.rbitrator on the petiiion of any of the persons. The City is not a pariy in the arbitration. The decision and award af th� arbitra�or is final and binding on all pat�ies and may be enfarced in any court of cornpetent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, far a pei•iod of three (3) years following the date of acceptance af �ke work, mai�tain recoxds tk�at shovw (i) the narn.e and oecupaiion of each worker employed by the Contractor in the constru.ction of the Work provided for in this Contract; and (ii) the actual per dier� wages paid to each worker. The records shall be open at a11 reasonable hours for inspection by the City. Th� provisians of Paragraph 6.23, Right to Audit, shall pertain ta tk�is inspection. F. Prag�ess Payments. With each pragress payment or payroll period, whichever is less, the Contractar shall subrnit an afiidavit stating that the Contractar has complied with the requirements ofChap�ex 2258, Texas Government Code. G. Posting of R�age Rates. The Contractor shall post prevailing wage rat�s in a conspicuous place at a11 times. H. SubcQntr�actor Complrance. The Contractor sha11 include in its subcontracts and/or shall otherwise requira all of its Subcontractors to comply with Paragraphs A through G above. Patent Fees cmd Rayalties A. Cantractor shall pay a.11 lzcense %es and royalties and assume all costs incident to the use in the perforrnance af the Work or the incorporation in �he Work of any invention, design, pracess, product, or device which is the subjeci of pateni rights or copyrighis held by others. If a particular invention, d�sign, process, �rod�ct, or device is specified in ihe Contrac� Documenfs �or use i� the performance of the Work and if, to the actual knowledge of Ciiy, its use is subj ec� to patent rights or copyrights calling for the payment of any license f�� or royalty to others, the existence of such rights shall be disclosed by City in t1�e Contract Documents. Failure of the City to disclose such information does not relieve the Con�ra.ctor fram its obligatians ta pay for the use o� said �ees or royalties to ot�iers. B. To the fullest extent perrniited by Laws and Reg�latfons, Contr�aetor� shcrll inderran� and holc� harmless City, f�am and against aIl claims, costs, losses, and damages (including but no� linaited ta all fees and eharges of engineers, ar�chitects, attorneys, and other professionals and all caur� or arbitration or otheY dispute resoiution costs) aYising out of or relating to any infj-ingernent of patent �ight.s or copyrights incident to the use in the perfornaance of the Work a� re.s�aZtfng ft�om CTTY OP FOR'T WOR'1'H 2O23 CONCRETE RESTpRATION CONTRACT 3 STANDAI2D CON5TRUCT[��1 SPECIFICATIQI� DOCUNICNTS City Project No. 104182 Revision: 8123iZ021 ofl7�aa-� GENERAL CONQITIOIVS Page 27 oFG3 the inco�po�ation in the Wor�C of any inve�tion, desagn, p�ocess, product, or device not specifaed in the Cantract Dacumenis. b.Q9 Permits and Utilatie� A. Coni�actor obtained permits and licenses. Contaractor shall obtain and pay for all consfi:ruction permits and licenses except those provided for in thE Supplementary Conditions ar Contract Documents. City sh�11 assist Cantractar, when necessary, zn obtaining such permits and licenses. Contractor shall pay all governmental charges and inspeciion fees necessary for the prosecuf�on of �lie Work which are applicable at �lie tirne of apening o�' Bids, or, if there are nn Sids, on the Effective Date of the Agreement, except for pertnits provided by the City as specified i� 6.09.B. City shall pay all chaxges of utility owners for connections for providing perman�nt service to the Work. B. City obtained permits and licenses. City wiIl obtaan and pay for a1i permits and licenses as provided far in the Supplementary Conditions ar Cantract Documents. It wi11 be the Contractor's responszbiliiy io caxry out the pxovisions of the perrzut. If the Contractor initiates changes to the Contraet and the Gity approves the changes, the Cantractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency'. The City wzll not reimburse the Contractor for any cost associated with these requirements of any City ac�uired permit. The Following are parmits the City will obtain if required: 1. Texas Department o� Transportation Permits 2. U.S. Army Carps of Engine�rs P�rnufs 3. Texas Cammissian on Environmental Qualzty Permits �4. Rai.lroad Com.pax�.y Pe�xaits C. Dutstanding pe�mits and licenses. The City anticipates acquisition af and/or access ta permifis and lieenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the �upplementary Cand'ztions. The Project Schedule subxnitted b� the Contractor in accordance with the Contract Dacuments must consider any outstanding permits and licenses. 6.10 Lcnvs and Regulations A. Contractor shall give �11 nntices required by and shaIl camply with all Laws ar�d Regulations applicabie to the performance of ihe Work. Except w�ere otherwise e�pressly required by applicable La�t7ws and Regulations, the City shall r�ot be responsible for monitpring Contractor's compliance wiih any Laws or Regulations. B. If Contractor perform� any Work l�nowing or having reason to know that it is contrary to Laws or Regulations, Con�ractor shall bear all claims, cast�, lasses, and da.mage� (including l�ut not limited to ail fees and charges of engineers, axck�itects, atl'orneys, and other prof�ssianais and all CITY OF FORT V�ORTH 2O23 C�NCRE`I'� RESTORATION CONTKACT 3 STANDARD COI�fSTRUCTIQN SPHCIFICATION DOCUMENTS City Project No. 104182 Revision: 8/23/2021 007200-i GENERAL CQIJ�ITIpNS Page 28 of 63 court or arbitration or oiher dispute resolution costs} a�ising out of or rela�ing to sucb Work. However, it shall not be Contractar's r�sponsibility ta make certain that the Specifica#ions ax�d Drawings are in accordance with Lavvs and Regula�ions, but this shall not relieve Contractar of Contractor's obliga�ions under Paragraph 3.02. C. Changes in Laws or Regulations not known at tl�e time af opening of Bids having an effect on the cost or time of performarzce of the Work may be the subject af a� adjustment in Contract Price �x Cont�act Time. 6.11 Taxes A. On a cantract awarded by the City, an organization which qualifies far exemption pursuant to Te�as Ta� Code, Subchapter H, Sectzans 151.3fl1-335 {as amended}, the Contractar may purchase, rent or lease all materials, supplies and equipment used or consumed in the performa.nc� of this contract by issuing ta his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .0�7. Any such exemption eertificate issued io the Contractor irllieu of the tax shall be subj ec� to and shall comply with the provision of Staie Comptroller's Ruling .011, and any other applicable rulings per�airiing to the Texas Tax Code, Subeh.aptex H. B. Texas Tax permits and information rnay be obtained from: Comptroll�r af Public Accounts Sa1es Tax Di�ision Capitol Station Austin, TX 787i1; or 2. htto:l/www.window.sta.�e.ix.USIidX1ri�0It�0IT]15I�3-tOTTT1S.I7tTC1� 6.12 Use of Site and Other A�eas A. Limitation on Use of Site arad 4ther Axecrs: Contractor shall confine consiruction equipment, the storage of materials and �quipment, and the operations af workers ta the Site and other areas permittec� by Laws and Regulatians, and sha11 not unreasonably encumber ti�e Site and oth�r areas with construction equipment or other materials ar equipment. Contractor shall assurne full responsibility for any damage to any such land or area, ar to the o�vtier or occupant th�reof, or o� any adjacent land or areas resulting frorri the performance of the Wozk. 2. At any tirne when, in the judg�nent of the City, the Contractor has obstructed or closed ar is carrying on opera�ions in a portion o� a street, righi-of way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to fu�ish the sectian on which operations are in progress befare wark is commenced an any additional area of the Site. Cl'iY OF FORT WdRTH 2Q23 CONCRETE RESTOLtATION CONTRACT 3 STANDARD CONSTRUCTION SPECIFICATIQN DOCUMENTS Ciry Praject Na. I04182 Revision: $I23/2021 DO7200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Dazna�e Claana be rz�ade by axzy such owrxer or accupaz�t because of the per�oz�nna.nce of the W ork, Contractor shall promptly attempt to resolve the Da�nage Clairn. 4. Pursuant to Parag�-aph 6.21, Cont�acto� shall ind�mnify and hold hartnless City, from and against all claims, co.sts, losses, and danzages arising out of a� relcrting to any claim a� action, legal or equitrxble, b�aught by any such owner o� oecupant against City, B. Removal of Deb�i,r Duri�tg Pe�formance af the Work: During the progress of the Work Contraetor shall keep the Site and other areas free fram accumulations af waste materials, rubbish, and other d�bris. Removal and disposal of such waste materials, rubbish, and other debris shall coz�ozxaa to applicable Laws a�ad Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractar that tk�e clean-up on the job site is proceeding in a maruzer unsatisfactory to the City, if the Contractor fails to correct the unsatisfactnry procedure, the City may tal{e such direct actian as the City deems appropriate to correct the clean-up deficiencies cited to the Contractar in the �uritten noiice (by letter or elec�ronic communication}, and the costs a� such direct action, plus 25 % af such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractar shall clean the Site and the Work and make it ready for utilization by City nr adjacent property owner. At the co�npletion of the Work Cantractor shall rem.ove iroxn the Site all tools, appliances, construction. equipzz�ent and machinery, and su�plus materials and shall restore to original condition or better all property distutb�d by �e Work. E. Loading Struct�c�es: Cont�actar shall nat laad nor permit any part of �n,y structure ta be loaded in any manner that vv�lI endanger the structure, nor shall Cantrac�or subject any part of the Work or adjacent property to stresses or pressures thaf will endanger it. 6.13 Reco�d Docujnents A. Cantractor shall rnaintain in a safe place a� the Site or in a place de�ignated by th� 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 canstruction. These record dacuznents together with all approved Samples and a counterpart of all accepted Submittals wi11 �e availabTe to City for reference. Upon completion of the Work, these record doctux�ents, any aperatio�. and znai�ntenance z�n.az�uals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locatians for buried and imbedd�d items. 6.l A� Safety and P�otection A. Con�ractor s�alI be solely resppr�sible iar initiating, maintaii�it�g and supe�vising all safety precautions and program� in connection �uith the Work Such responsibility does not relieve �ubcontractars af �heir responsibility for the safety of persons or property in the p�rformance of their work, nor for compliance wi�,h applieable safety Laws and Regulations. Canfixactor shal.� CITY OF FORT WORTH 2O23 CONCT2E`f� I2ESTOItATION CONTRACT 3 SfiANDARl7 CONS'I`IZUCTION SPECIFIGATTQN DpCUMEN'r5 City Project i�Ia. 104182 Revision: 8/23/1021 007200-1 GENEF2AL CONDIT[QNS Page 30 of 53 6.15 6.16 6.17 take aIl necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1, aIl persons on the Site or who may be a�ffected by the Work; 2. all the Work and materials and equipment to be incvrporated therein, whether in storage on or off fhe �ite; and 3. ather pro�erty at tk�e Szte or adjacenfi thereto, includ'vng �rees, shrubs, lawz�s, walks, pavements, roadways� siructures, utilities, and Underground Faciliiies not designated for removal, relocation, or replacemenfi in the course of construction. B. Con�ractor sha11 comply with a11 applicable Laws and Regulations relating to the safety of persans or property, ar ta the pxotection of persnr�s or property �:rom damage, injury, o� loss; and sha11 ereet and maintain all necessary safeguards far such safety and protectian. Cantractor sha11 nptify o�vners af adjacent property and of Undergrp�nd Facil�ties az�d other utility awners wh.en prosecution of the Work may affect ihem, and shall cooperate with them in the protect�on, removal, �'��OGR�lpil, and replacement of their properky, C. Contractor shall camply wi�h the applicable requirements of City's safety progra�ns, if aziy. D. Cantrac�or shall inform City af the specific requirements of Contractar's safety program, if a.ny, with which City's emplayees and representatives must camply while at the Site. E. l�.li damage, injury, or ioss to any p�roperty re£erred to in Paragraph 6.14.A.2 or b.14.A.3 caused, directly or indir�ctly, in whflle or in part, by Can#ractor, any Subcontractor, �upplier, ox ar�y other individual or entity directly or indixectly employed by any of thern to perform any of the Work, or anyone for whose acts any of th�m may be liabl�, shall be rernedied by Contractor. F. Can�racto r's duties and responsibilities far safety and �or protect�on of the Work shall canti�aue until such time as all the Work is compieied and City has accepted the Work. Safety Rep�esentative Contiractor shal.l i�orm City i� writing af Contractor's designated safety rrepxesentative at the Szte. Hazard Comnaunication P�ograms Contractor shall be responsible for coordinating any exchauge af material safety data sheets or other hazard camm�unication iar�.fox�xxation requiared to be made available to or exchanged between ar a�xiang employers in accordance with Laws or Regulations. Emer�gencies andlor Rectafication A. Tn emergencies affecting the safety or protection of persons or the Work or property ai the Sife or adjacent thereto, Contractor is obligated io act to prevent threatened damage, injury, ar Loss. Coniractar shall give City pro�npt written notice if Contractor believes that any significani CITY OF FORT WORTH 2OZ3 CONCIZETE RESTORATION CON'I'RACT 3 STANDAItD CONS"1 RUCTION SPEGIFICATION DOCUMENTS City Project No. 104182 Revision: 8123/2021 oo�aoo-i GEN�FiAL CONbI710N5 P�ge 3 I of 63 ehanges in the Wark or variations from the Contract Docum��ts have been caused thereby or are required as a result thereof If City determines that a change �n the Conlract Documents is required because of the action taken by Contractor in respanse to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rec#ify any discrep�ncies, omissions, or coi�ection necessary to conform with the requirements of the Cantract Documents, the City shall give the Contractor written notica that such work or chang�s are ta be performed. The v�nritten notice shall dzrect aitention to the discrepant condition and request the Contractar to take remedial actian to correct the condition. In the event the Contractor does not take posiiive steps ta fulfill this written rec�uest, or does not shaw just cause for not taking the proper actian, within 24 hours, the City may take such remedial action with City farces or by contract. The City shall d�duct an amount equal to the entire casts for such remedial actipn, plus 25%, from any fiinds due or become due the Contractor on the Projeci. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule af �ubmittals {as required by Paragraph 2.07). Each submittal vvill b� zdentifzed as City may require. 1. Submii number of copies specified in the General Requirements. 2. Data shown on ihe Submittals will be comp�ete witl� respect to quantities, dimensians, specified performance and design criteria, materia.ls, and similar data to show City t11e s�:r�vices, �r�n,aterial.s, and equipm.ent Contrac#ar proposes to provicle and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein pro�ided by Cont�actar and reviewed by City for conf'ormance with the design cancept shall b� executed in con�o�xnity with the Con.txact Documents unless otherwise required by City. 4. �hen Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Con�ractor frnm requirements shown on the Dxawings and Specifications. S. For-Information-Oniy submittals upon which the City is not expected to conduci review or take responsive action may be sa identified in the Contract Documents. 6. Submit required nurr�ber a�Sa�nples specified in the Speci�catians. 7. Clearly identify each Sam.ple as to material, �upplier, pertinent data such as catalog numbers, the use for which iniended and other data as City may require to enable City to review the submittal �tir �he limited p�uposes xequired by Paxag,�raph 6.1 S.C. CITY OF FORT WORTH 2O23 CONCRETE RESTDRATION CDNTRACT 3 STANDARD CONSTRUC'I'fON SPECIPICATION DOCUMEN'[S City Project No. 1041$2 Kevision: SI23/2Q21 oo�avo-� GENEF�AL CONDITIONS Page 32 of G3 6.19 6.20 B. Where a SubmittaI is required by the Contract Documents or the Schedule of Submittals, az�y related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility af Contractar. C. Caty's ReUaew: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable ta City. City's review and acceptance will be anly to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the in�ormatioz� givez� in the Cnntract Dacuments az�d be compatible with the desigri concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequenc�s, ar procedures of construction (except where a particular means, method, techr�que, sequence, or procedure of construction is specifically and e�pressly called for by the Contract Documents) or to safety preeautions ar programs ineident thereto. The review and acceptance o� a separate item as such will not indicate approval of the assembly in whicl� the item functions. 3. City's review and accepta�nce shall not relie�e Contractor from responsibility for any variation fro�n the requirernent� of the Contract Documents unless Con�ractox has complzed with the rec�uirements of Section O1 33 00 and Ciiy has given written acceptance of each such variation by specific written nofation thereaf incorporated in ar accampanping the Submittal. City's review and aceeptance sha11 not relieve Con�ractar from responsibility for complying with the requirements of the Cantract Docu,ments. Continuing the T�Tjo�l� Except as otherwise provided, Contracior shall carry on the Work and adhere to the Project Scheduie during all disputes ar disagxeeznents �vi#h City. No Wark shall be delayed or pasiponed pending resolution of any disputes or disagreements, except as City and Gontractor may ofillerwise agree in writing. Contractar's Gener�al F�arranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defectzve. Cify and its aff'�cers, dixectors, members, partz�ers, �mployees, agents, consultants, and subcflntractors shall be entitled to rely on representation of Cont�actor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, rnodif cation, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, ar any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH 2O33 CONCItETE RESTQIL4T101V CON'1'I2ACT 3 STANDAItD CONS7'RUCTION SP�CIFICAT[ON �OCIJMENT5 City Projectt�fo. 104182 Revisian: 8/23/242I ao�aoa-� G�N�RAI. CON�7ITIDNS Page 33 af G3 2. normaI wear and tear under normal usage. C. Co�tractor's obligation io perform and complete the Work in accordance with the Contract Dacuments shall be absalute. Nane afthe fallawing will constiiute an acceptance of Work that is not in accordance with the Contract Documents or a release of Con�ractor's obligation to perform the Work in accardance with the Contract Documents: 1, observations by City; 2. xecamznen.dataon ox pay�ent by City o� any pxogress or final payxnent; 3. the issuance of a certzficate of Final Acceptance by Czty or any payment related thereto by City; 4. usa or occupancy of tk�e Work or any }�art t�.ereof by City; 5. any xevzew and acceptance of a SubmittaJ. by City; �. any inspectian, test, ar approval by a�hers; or 7. any carrection of defechve Work by City. D. The Coniractor shall remeciy any defects ar damages in the Work and pay for any damage to other work or property r�sulting therefrom which s1�a11 appear within a period of two {2) years from th� date of Final Acceptance a�the Work unless a longer period is speciiied and shall furnish a good and sufficient rnaintenance bond, camplying with the requirements of Artic10 5,02.B. The City v�ill give natice af abserved defects �vith reasanal�le prornptness. 6.21 �ndcmnifcation A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own e�cpense, the City, i�s offcers, serr�ants and employees, from and against any and all claims arising out of, or all�ged to arisc out of, the work and services to be performed by the Cantractor, i�s off cers, agents, employees, subcontraetars, licenses or invitees under this Contract. THIS INDEMNII'��' �'T'inN PROVISION IS SPECIFrI" Q r 7`V INTENDED TO I�nFR A'T'F AND SE F�'FFr'TIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SONiE OF THE DAMAGE� BEING SOUGHT WERE CAUSED. 1N '1�� + OR TN PART. BY ANY ACT. OMISSION OR N�'��'i .T�FNCE OF THE CITY. This indemuity pro�ision is intended ta include, without limitation, indemnity for costs, ex�enses and legal f�es ineurred by the Ciiy in defending agamst such ciaims and causes a� aetion�. B. Cantractor covenants aud agrees to inde�annify a�d hold har�mless, at its own expense, the City, its officers, servants and emplayees, from and against any and all loss, damage or destruction of property af the City, arising out of, or alleged to ar�se out of, the wark and se�-vices ta h� performed hy the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS iNDTMNiFiCATION PROVISTON I� CITY OF FORT WORTH 2D23 CONCRETE RESTORATION CONTRACT 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjecE No. 104182 Revisian: 8/23/2021 00 �z aa - � GENERAL CONDI�IONS Page 34 of 63 6.22 �.23 SPECIFICALLY INTENDED TO OPERAT� AND BE EFFFt:TI VE EVEN TF iT T� �i,�.,EGED [�R PR[)VEN THAT ALL OR S(�ME nF THE DAMAGES BEING SOiTGHT WERE� C'ATT�ED. IN WHOLE OR IN PART. SY ANY ACT. ONIISSION 03 NEGLJ �E1��=J: O�' THF, ,f,TTY„ Delegation af PNofe�ssional Design Services A. Contractor vai�l not be required ta pxovide pro�essional design serviees unl�ss such services are specifically required by the Contract Documenfs for a portion of the Work or unless such services are requixed to carjry out C�z�bractor's respox�sibili�aes fox co�struction means, methods, techniques, sequences and procedures. B. If pzofessianal design services or certifications by a design prafessional re�ated to systems, materials or cquipmeni axe specifically required of Contractor by the Contract Doctiunents, City wi.11 specify aI1 pei�formance ar�d design criteria that such services must sa�isfy. Contractor shall cau�e such services or certifications ta be provided by a properly licensed prafessional, whose sigr�atu�e and seal sk�all appear on all dr�wings, calculatians, sp�cifications, certif catiQns, and Submittals prepared by s�ch professional. Submittals related to the Work designed or certzfied by such professionaI, i� prepared by athers, shall bear such prafessional's written approval when subrnittec� to City. C. City sha11 be entitled to r�ly upon the adequacy, accuracy and completeness of the services, certificatians or approvals performed by such ciesign professiaz�als, pravided City has specified ta Contractor per�ormance and de�ign criteria that such services must satisfy. D. Purs�ant ta tla�i.s Pa�rag�raph 6.22, City's revievtr and acceptance o� design calculations and de�ign drawings will be anly for ihe limited purpose of checking for confortnance with pe�rformance ar�d design erite�a given and the design cancept expressed i� the Contract Docum�nts. City's raview and acceptance of Submittals {�xcept design calculations and design cirawings) will be only for the purpase stated in Parag�eaph 6.18.C. �ight to Audit A. The Contractar agrees that the Cit3� shall, until the expiration of three (3) year� af�er final payment under this Contxact, have access to and the right to �xarnine and photacopy any directly perkinent books, documents, papers, and records of the Contractor involving t�ansactions relating to this Contract. Cont�ractar agrees tk�ai fihe City shall have access during R�gular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work spaee in order to conduct audits izz campliance with the provisions of this Paragraph. The Ciiy sha11 give Con�ractor reasanable advance notice of intended audits. B. Contractor fiirther agrees to include in all its subcontraets hereunder a provision to the effect that the subeontractor agrees that the City shall, un�il the exp'rration of three (3) y�ars af�er f�nal payrnent under this Contract, ha�e acc�ss to and the right to examine and photocopy ar�y direc�ly 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 aIl CITY OF FORT WORTI3 2U23 CONCRETE RESTORATION CONTRACT 3 STArTDARD CQNSTRUGI'lON SPECIPICATiON DOCi1MENT5 Cicy Prajeat No. L04182 ldevision: $12312021 00 72 Q0 -1 GENERAL CONdITiONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliarice wiih the pro�isions of this Paragra�h. The City shall give �ubcontractor reasonable advance notice of intended audits. C. Cantractox and Subcontractar agree to photocopy such dflcuz�r�e�.ts as �x�.ay be xequested by the Cirty. The City agrees to reimburse Contractar for the cost of the copies as follows at the rate published in the Te�as Adm�t�istrative Code in effect as af the time c�pying is performed. 6.24 Nondiscriminaxion A. The City is responsible far aperahing Public Transporiafian Programs and implementiug tiransit- related projects, v�rhich are funded in part with Federal financial assisiance awarded by the U.�. Department of Transportation and the Federal Transit Admi��istratian (FTA), withou� discriminating again.st 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 wifih the requirements of the Act and 1;he Regulations as further defined in tl�e Supplernentary Condi�ions for any project recei�ing Federal assistance. ARTrCLE 7— OTHER WORK AT THE S�TE 7.01 Related Work at Site A. Ciiy may perform other work related to �he Pr�j�ct at the Siie with City's employees, or other Ciiy contractors, or through ather direct cantracts therefar, or have oth�r work perFormed by utility awnexs. If such other work is not noted in the Gontract Dociiments, then wzitten natice thereof will be given to Cantractor prior to starting any such other work; and B. Contractor shall afford each oth�r contra�tar who is a party to such a direct contract, each utility awner, ax�d City, i� City is per�orrning athez work witli City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage o� materials and �quipment and the executibn of such ather wark, and properly cooxdinate the Work with theirs. Con�ractor shall do all cutting, fitting, and patcl�ing of the Work that may be required to properly connect or otherwise make its several parts come together and properly izxtegxate witkf. such othex woxk. Contxactor shall not endanger any work of others by cutting, excavating, or otherwise altering s�ch work; providad, however, that Contracto� may cut or alter athers' work with the written consent oi City a.t�d the others whose woxk wi.11 be affected. C. �� the proper executzon or results o� any part o� Contractar's Work depends upon work performed by otliers under this Article 7, Contractor shall inspect such other work and promptiy report to City in writing any delays, defects, or deficiencies in such ather work that render it unavailable or unsuitable for the proper execution and results of Contractar's Worl�. Contractor's failure to so report will constitute an acceptance af such oih�r work as fit and proper for integration vvith Cantractor's Work except fox latent defects in �l�e work provided by others. CITY OF FDRT WORTH 2U23 CaNCI�ETE RESTf}AATTON CONTRACT 3 STAN�AR.� GONSTAUCTIQN SPECIFICAT�ON DOCUMEE+iT$ City ProjectNa. 104182 Revision: 8/23/2021 oo��oa-i GE�fEF2AL GON�IT[QNS Page 36 of 63 7.42 Coordination A. Tf City igtends ta contract with oYhers far the pe�armance of other work on the Project at ihe Site, tiie following will be set forth in Supplemeniary Conc�itions: the ir�cli�idual or eniity who will have autharity and responsibility for coordinaiion of the activities among the various cont�actors will �e ic�entifi�d, 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. tk�e ex�ent of sucb a�zthority a.r�d responsibilities will be pravided. B. Unless othexwise pravzded i� the Sup}�Iementary Candrtions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITI�;� 8.01 Communicataon.s to Contractor Except as oiherwise provided in the Supplementary Conditions, City shall i�sue a11 com�mux�ications to Contractor. $.02 Fu�nish Data City shall timely furnish the data required ux�der the Contract Dacurnents. 8.03 Pay YVhen Due 8.04 : �� 8.06 City shall rnalce payments #o Contractor in aecordance with Article 14. Lands and Easernents; Repo�ts artd Tests City's duties wiih respect to providing lands and easements and prov�iding engi�eering surveys to establish reference points are s�t forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contra.ctor copies of reports of �xplora#ions and tests of subsut £ace conditaons and drawings o�physical conditions relating ta existing surface or subsurface struciures at or contiguous to the Site that have been ut�lized by City in preparing the Contrac� Dacuments. Change 4rde�s City shall execute Change Orders in accordance with Paragraph 10.03. Inspections, Tests, and Approvuls City's responsibility with respect to ce�tain irzspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF F�RT WORTH 2O23 CONCRETE RESTORATION CONTRACT 3 STANDARD CONSTRiiCTiOiV Sl'�C1T'ICA7'IOI�f DOCUMENT5 City ProjectNo. f04182 Revision: $123/2021 00 72 pfl - 1 GENERAL COIVDITIONS Pagc 37 offi3 8.07 Lirtaitt�tions on City's Responsibilities A. The City shall not supervise, direct, or have control or au�horiiy aver, nar be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incid�nt thereto, ar for any failure of Contractor to camply with Laws and Regulations applicable to the performance of the Vilork. City will not be respansible for Contractar's failure to perfarm t�e Work in accordance with th� Contract Documents. B. City will natify the Contractor of applicable safety plans pursuant ta Paragraph 6.14. 8.08 Undisclased Hazardous Envi�onme�atal Condition City's responsibility with res�ect ta an undisclased Hazardaus Environmentai Canditiar� is set farth in Paragraph 4.05. 8.09 Com�liance with 5crfety Program Whila at the Site, City's employees and representatives shall comply with the specific applicable requirements af Canfractar's safeiy programs of which �iiy has been informed pursuant to Paragraph 6.14. ARTICLE 9-- CITY'S OBSERVATION STATiTS DURING CONSTRUCTION 9.01 City's P�oject Ma�ager City will provide one or mo��e Project Manag�r{s) during the construction period. The duties and respansibilities and the limitations o� auihority of City's Project Manager during construction are set forth in the Gontract Documents. The City's Project Manager for this Contraci is identified in the Supplernentary Canditions. 9.42 Visiis ta Site A. City's Project Manager wiil malce visits to the Site at ini:ervals appropriate to the vaxious stages o� construction as CitX dee�xas necessary in ordex ta obse�rve the progxess that has been rnade and the quality of the variaus aspects of Contractor's executad War�k. Based on information obtained dtaring such visits and observations, City's Projecf Manager will determine, in general, if the Wark is proceeding in accordance with the Contract Documents. City's Project Mariager will not be required ta make exhaustive or �ontinuous inspections on the Site to checic the quality or quantity �f the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will con£orrn generally to the Contract Dociunents. B. City's Project Manager's visits and obse�rvatzons are subject to all the limitations on authoz�fiy and responsibility in the Contract Documents including those set forth in Paragraph s.a�. CITY OF FORT WORTH 2Q23 CpNCRET� RESTQKATIQN CpI�TRACT 3 STANDARD CQN$TKUCTION SPECIFICATIQN DQCUMENTS City PrOject Na. 104182 Revision: 8/23/2D21 007200-I GEIVER/1� CONDITIONS Page 38 of 63 9.03 Authorized Variations zn Wo�k 9.04 • �ti G��T7 City's Project Managex may authorize minor variations in the Work from the requirements of the Contract Documents which do not in�alve an adjustment u� the Cantract Price ar the Contract Time and are compatible v�+ith the design concept of the campleted Project as a functioning whole as iz�dzcated by the Contract Documents. These may be accomplished by a Field Ordez and wil� be binding on City and also on Contraetor, who shall perform the 'WVork involved promptl�+. I�ejecting 1?efective Wo�k City will have authority to rej�ct Work which City's Project Manager believes to be defective, or will not �raduce a comple�ad Project that confarms to the Contract Documents or that will prejudice the integrity o�' t11e design concept of the completed Project as a funciianing whole as indicated by tbe Contract Documents. City will have authority ta conduct special inspection or tesiing of ihe '�Vork as pravided in Article 13, whether or not the Work is fabricated., installed, ar completed. Dete�mincations for Work PeYformed Coniractor will deternvne the actual quaniities and elassificat�ons of Work performed. City's Project Manager �vill review with Contractor �lie preliminaty deteYminations an such matters befQre rendering a written recommendation. City's written decision will be fmal �except as rnodified to reflect changed £aci�al cond'ztzor�s or mare accurate data). Decisions on Require�nents of ContYact Dacuments and Accept�8iliry of T�VoYk A. City will he the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereund�r. B. City vvill render a written decision on azay issue refezred. C. City's written decisian on the issue refer�ed will be fmal and binding on the Contractar, subject ta the provisia�as of Paragraph 1�.Q6. ARTrGLE 10 — CHANG�S IN THE WORK; CLAIMS; EXTRA WORK 10.01 Autho�iz�d C1�anges in the Wor1� A. Without invalidating the Contract and without notice to any sur�ty, City may, at any fiirne ar from time to time, order Extra Wark. Upon natice af such Extra Work, Contractor shall promptly praceec� wzth the Work involved which �ill be p�rformed under the applicable conditions of the Contract Documents (except as otherwise S�I�CIf1CaI1� provided). Extra Work shalI be memarialized by a Change Order which may or rnay not precede an order of Extra work. B. For mi.nor changes af Work nat r�quiring changes to Contract Time or Contract Pric�, a Field Order may be issued by the Ciiy. C11`Y OF FORT WORTH 2O23 CONCRETE RESTORAT[DN CONTTtACT 3 STANDARD CONSTRUCTION SPECIFIC�ITION DOCiIMEIQTS City Project No. tD4182 Revision: 81z312021 oo�zoo-i GEN�RAI. GONpiTIOIVS Pa�e 39 of G3 10.02 Unauthorized Chang�s in the� Work Contractor �hall not be entitled ta an increase in the Conhact Price or an extension of the Contract Tune with respact ta any work perFormed that is naf required by the Contract Dacuments as amended, modified, ar supplemented as provided in Paragraph 3.04, exce�t in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Chang� Orders cQvering; changes in the Wark whic� are: (i) ordered by City pursuaz�t to Paragraph.10.41.A, (ii) requaxed because of acceptance of defecti�e Work under Paragraph 13.08 or City's eorrection of defective Work under Paragraph 13.09, or {iii} agrecd to by the parties; 2, chax�ges in the Cantract Price or Confiract Time which are agxeed to by tbe partzes, inciudirig any unclisputed sum or amount of time for Work actually performed. 10.04 Extra Wo�k A. Should a difference arise as to what does or does not constitute Extra Wark, or as to the payment thereof, and the City insists upon 'rts performance, the Cantractar shall praceed with the work after making written requesi for written orders and shall keep accuraie account of the actual reasonable cost thereof. Cantract Claims regarding Extra Work shall be made pursuant ta Paragraph 10.06. B. The Contraetar shall fiarnish the City such installaiion records af all d�viations from the original Cantxact Documents as may be necessary to enable the City to prepare for permanent record a corrected set of pla�s showing the actual installation. C. The compensation agreed upon for Extra Worlc whether or not initiat�d by a Change Order sha�l �ae a full, coznplete and final payment far �1 costs Contrac#o� incurs as a result o:r zelating ta the change ar Ex�ra Work, whether said costs are known, Unknown, foreseen or unforeseen at that time, including withoYrt limifation, any costs %r d�lay, extended overhead, ripple or irnpact cost, or any other effect on changed ox unchanged work as a result of the change or Extra Work. 10.05 Natification to Su�ety �f the provi.sions of any bo�d require notice to he given to a surety of any change affecting the general scope of the Wark ar tlie provisions of �e Coni�act Documents (including, �aut not limited ta, Cont�act Price or Contra.ct Time), the giving of any such notice will be Contractor's responsibility. The amount of �ach applicable bond wi11 be adjusted by the Contractor to r�flect the �ffect of any such change. CITY OF FORT WORTH 2O23 CONCRETE RESTOitAT10N CONTRACT 3 STANDARD C�NSTRUCTION SPECIFICATION �OCI]MENTS City ProjectNo. 1�4182 Re�ision: 8�3i1021 �Q720Q-1 G�NERAL CONDITIONS Page 40 of 63 1.0.06 Contract Ciaims P�acess A. City's Decision Required; AIl Contract Claims, except those waived pursuant to Paragraph 14.09, sha1� be referred ta �Iie City for decision, A decision by City shall be xequired as a condition precedent to any exercise by Contractor o� any righis or remedies he may otherwise have under the Contract Dacuments ar by Laws and Regula�ions in. xespect of such Cantract Claixns. B. 1�Totice: Written notice stating the general nature of each Contract C1aim shaIl be delivered by the Co��ractor ta City no lafer than 15 days a�'ter the start af the event giving rise �hereto. The responsihility to substantiate a Contract Claim shaIl rest with the party making the Contraci Claim. 2. Natice o£ the a�ou�t ar extent of the Contract Claim, with supporting data shall be delivered ta the City on or before 45 days from the start of the event giving rise thereto (untess the City aIlows additioz�al fiirne fox Contractor to submi.t addi�ianal or more accurate data in support of such Contract Clai�n). 3. A Contract C�aim £ar an adjustment in Ca�.txact N:rice sha11 be p:reparecl. in accordance with ihe pravisions of Paragraph 12.01. 4. A Contract C1aim for an adjustment in Contract Time shall be prepared in accardance with the provi�ions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contrac�o�'s vvritten statement that the adjustmenf claimed is �he entire adjustment to which the Contractor believes it as entit�ed as a result of said event. 6. ThE City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal(unless Coniract allavWs additional time}. C. City's Action: City wi11 review each Coniract Claim and, within 30 days after receipt of the last submittal of the Cnnt�actox, if ar�y, take one of the �olinwizxg actions in wri.tir�g: 1. deny ihe Contract Clairn in whole or in part; 2, approve �he Contract Clairn; ar 3. notiiy the Confiractox tk�at ttae City is unable to resalve the Con1x'act C�aiurzx i�, i.z� the Czty's sole discretion, it would be inappropriate for the City to do so. For purposes of further resalution of the Cantract Claim, such notice sha11 be deemed a denial. C[TY OF FORT WpRTH 2O23 CONCRETE RESTORATION CONTRACT 3 STANDARD CDNSTRiICTION 5PL'CIF'1CA'I'ION DOCIIMENTS City Project No. 104182 Revision; 8/2312021 0072U0-1 GENERAL CaNbITIONS Page 4] of 63 D. City'� written actian under Paragraph 10.06.0 will be final and binding, unl�ss City or Contractox invoke the dispute resolutioz� proceduxe set �arkh ia� Artzcle 16 rvithin 30 days af such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Tima wiIl be valid if not submitted in accoxdat�ce wit� �is �'a�•ag�raph 10.06. ARTICLE 11-- COST OF THE WORK; ALLOWANCES; iJNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11 A 1 Cost of the Wark A. Costs .Included: The tema Cost of t�e Woxk means the su�n of all casts, except thase excluded in Paragraph 11 A 1.B, necessarily incu��red and paid by Contracior in the proper performance of the Wark. When the value af any Wark covered by a Change arder, filze cast� to be r�imbursed 1:0 Contractor will be only those additional or incremental costs required because oit,h.e change in the Wark. Such costs sha11 not include any o�' the costs i�emized in Paragraph 11.01.B, and shall include but not be Iimited to the folIawi�ng ite�s: 1. Payrall costs iar employees in the diurect ezx�play o� Cantxactor in t.�e pez�ormance af the Wark under sehedules of job classifications agreed upon by City and Contractor. Such employees shall iuclude, without limitation, superintendenis, foreme�a, and other personnel employed full time on the Work. Payroll costs for employees not ernployed full time on the Work shall be apportioned on �the basis of their time spent an the Wark. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shail include social security contributions, unemploym�nt, excise, and payroll taxes, workers' eompensation, healih and retirem.ent benef �s, bonuses, sick leave, vacatxon a.z�d holiday pay applicable #herefio. The expenses of parforming Worlc outside of Regular Working Hours, Weekend Wa:rking Haurs, or legal halidays, shall be includec� in the above to the extent authorized by City. 2. Cost of a11 materials and equipmant furnished and incorporated in the Work, including costs of transpoz�tation and stoxage thereof, and Suppliers' field services required in connec�ian therewith. 3. Itentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agre�ments approved by City, and the cosis of transportaiion, loading, unload'zng, assembly, disnnantling, and removal thereaf. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, xnachinexy, or parts shall cease when th� use thereof is no langer necessary for th� Work. CI'I'Y OF FORT WOR1'H 2O23 CONCRETE RESTORATION COI+iTRACT 3 STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS City Project No. 104182 Aevision: 8f23l1021 OD720U-1 GEIVERAL CONOITfONS Page 42 af 63 4. Payments mad� by Contractor to Subcontra.ctors far Work p�rformed by �ubcontractors. Tf required by City, Contractox shall obfain cfl�npetitive bids from subcontractoz�s acceptable to City and Contractor and sha11 deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcont.ract provides that the Subcontractor is ta be pazd vn the basis of Cost of the 'Work plus a fee, the Subconiractar's Cost of the Work and fee shall be determin.ed im the sazxre rr�a�aner as Conlxactox's Cost af the Wark and fee as provi�ded ixa this Paragraph 11.01. 5. Costs o� special cansultants {including but not limited ta engineers, architects, testing laboratories, surveyors, attorneys, and accountaiits} employed for services specifically related to the Work. 6. Supplerr�ental costs including ti�e following: a. The proportion af n.ecessary transportation, tx�awel, and subsistence expenses of Contractor's e�nplayees incurred in discharge of duties cnnnected with the Wark. b. Cost, including transportation anc� maintenanc�, of a11 materials, supplies, equipment, machinery, applianc��, office, ar�d ternporary facilities at the Site, and hand tools not owned by ihe workers, which are consumed in the per%rmance of the Work, and cost, less market value, of sucl� i-�ems used but not consum�d which remain the property of Cont�ractor. c. Sales, consumer, use, and other sirnilar taxes related to the Work, and for which Contractar is liable nat cavered under Paragraph 6.11, �.s imposed by Laws and Regulations. d. Deposits last for causes oth�r than negligence of Contractor, any Subcontractor, or anyone directly or indirectly ernplayed by any of them or for whose acts any of thezn znay be liable, and rayalty payments and fees for permits and Iicens�s. e. Losses axzd dam.ages (and related expenses) caused by daznage to the Work, not compensated by insurance ar otherwise, susta.ined by Conf�actor in connection with the perfarmance af the Work, provided such losses and damages have resulted fram causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly ernployed by any of thezn or for whose acts any of thexar� may be liable. Such lasses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for �e purpose of determining Contractor's fee. f. The cast of utilities, fuel, and sanitary facilities at the Site. g. Minox expenses such as telegrams, long distanee telephane calls, telephane and cornmunication services at the Site, express and courier services, and similar petty cash items ix� conz�ection with t�e Waxk. CITY QP FORT WORTT-I 2023 CONCRE'I'� R��TORATIOAI CONTRACT 3 STAND�IRD CONS'I'RUCTION SPECIFICATION DOCUMEAfTS City Project Na, 104182 Revision: 8l2312D21 oonao-� GENERAL COND]TIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contracfor is required by the Contract Docurnents to purchase and maintai.n. B. Casts Exeluded: The tezrn Cost a�the Work shall not include any of the following items: Payroll costs and other campensation of Coniractor's ofFicers, execuiives, principals (of partnerships and sole praprietorships), general managers, sa�ety znanagers, eng�neers, architect,s, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at th� Site ox in Contractor's priur�cipal ox branch o�'fice fox general adrr�inisiration of the Work and not specifically included in the agreed upon schedule of job classifications r�fai�red to in Paragraph 11,O1.A.1 or speci�ically covered by Paragraph 11.0]..A.4, all oi which are to be considered administraiive costs covered by the Contractor's fee. 2. Ea�penses of Contractor's principal and branch offices other than Contra.ctar's office at the Site. 3. Any part of Co�tractar's eapital expenses, including interest on Contaractor's capital employed for the Work and charges against Contractor for delin�ueni �ayments. 4. Casts due to the negligence of Contractor, any Subconhactor, or anyone directIy or indirectly employed by any of them or for wk�ose acts any of them may be lzable, includiang but not limited to, the correction of defective Work, disposal of materials or equipment wrongly su�plied, and making good any damage ta property. 5. Other overhaad or general expens� costs of any kind. G Cont�actar's Fee: When all the Work is per�orrned an the basis of cost-plus, Contractor's ��e shall be deternnined as set foxth in the Agreement. When th� value of any Work covered by a Change Order far an ad�ustm�nt in Contract Price is d�terinined on the basis of Cos� of the Work, Con�ractor's fee sha�l be determined as set forth in Paz�agraph 12.01.C. D. Documentation: Whenever the Cost of the Wo:rk for any purpose is to be determined pursuant to 1'aragraphs 11.OI.A and 11.01.B, Contractar will establish and �aintain records fih�r�of in accordance with generally accepted accounting practices and submit i� a�o�rn acceptable to City an iternized cost breakdown tagether with supporting data. 11.Q2 Allowances A. Specifaed Allo�vance: It is understood that Contractor has included in the Contract Price aI1 allowances so named in Yhe Contract Dacurnents and shall cause the Waark so covexed to be perFormed for such sums and by such persons or entities as may� be acceptable �o City. B. Pr�e-badAllowa�aces: I . Contractor agrees that: CITY OT PpRT WORTH 2O23 CONCRETE RESTORATION CONTRACT 3 STANDAItD COi�ISTRUCTION SPE�IFICATIDIV �OCl1MHNT5 City ProjecYNo. ]04182 Revision: 8/2312U21 QO7200-] GENERAL CONDITIQNS Page 44 of 63 a. tlie pre-bid allowances include the cost to Contractor of materials and equipm�nt required by tha allawances to he delivered at the Site, and a11 applicable t�es; and b. Contractor's costs fox unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplaied for the pre-bid allowances have beEn included in the allowances, �d no deznand %r addiiional payrzien� an account af any of t:he foregoing will be valid. C. Cantingency Allowance: Contrac�ar agrees �liat a cnntingency allowance, if any, is fax tk�.e sole use ot' c�cy. D. Priar to final payment, an appropriate Chasig� Order will b� issued to reflect actual amounts due Cantrac#or on aceoux�t of Work covered by allowances, and the Contxact Price shall be carrespondingly adjusted. 11.Q3 Unit Price Wor�k A. Where the Contract Documents provide that a11 or part of the Work is to be Unit Price Work, initia.Ily the Cantract Price will be deemed to includ� for all Unit Price Work an amount equal to the sum oithe unit price for each separately identif�ed item of Unit Price Work times the estimated quant�ty of each itern as indicated in the Agreernent. B. The estimated quantities of items af Uz�it Price Woxk are no� gua�ranteed and are solely for the purpose of comparison of Bids and determining an i.nitiai Contract Price. Deternunations of the actual quantities and classifzcations of Uxut Price Wark per�ozmed by Confixactor will be made by City subj ect to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profil: for each separately identified item. Work described in the Contraet Documents, or reasonab�y inferred as �equired for a functianally complete installation, but not ident�ed in the lisiing of urut price items sha11 be cansidered incidental to unit price work li�ted and the cost of incidantal work includ�c� as part of the unit price. D. City may make an adjustznent in th.e Contract Frice in accordance with Paxagraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs ma.ierially and significantl� fram the estirnated quantity of such item indicated in the Agreement; and 2. there is no eorresponding adjust�ment with respect to any other item of Work. E. Increased ar Decreased Quantities: The City rese�ves the righi to order Exira Work in accardance �rith Paragraph 10.01. 1. If the change� in quaxxtities or the alteratians do not significantly change the character of work under the Contract Documents, the altered work wi�l be paid for at fihe Contract unit price. CITY OF FORT WQRTH 2O23 CQNCRETE RESTORATION CONTAACT 3 STANDARD CQNSTRUCTION SPECIFICATION DDCU3vIENTS Ciry Project No. i04182 Re�ision: 8123J202I oa�zao- � GENERA� CONDiTIQNS Page 45 of 63 2. If the changes in quaniiiies or alterations significantly change the character of work, the Contract will be ame�ded by a Change Ord�r. 3. If no unit pxices exist, this wil� be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the charaeter of work occurs when: a the character af wark for any Item as altered differs materially in kind or nature from that in the Contracfi ar b. a Major Item of work varies by moxe than 25% frozx� the origina.I Ca�tract quantity. 5. When the quantity of work �o be c�one under �ny Major Item of the Contract is more than 125% of the or�ginal quantity sta�ed in the Gontract, �lien either party to the Contract may request an adjuslxnent to the unifi price on tkxe port�ion of the worlc that is abave 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 7S% of the original quantity stated in t�e Contract, then either party io the Contract may request an adjustxnent to �he unit price. 11.04 Plans Quantity 1Ylec�sure�rtent A. Plans quantities may or may not represeni tb.e exact quantity ofwork perfozmed ar material mo�red, handled, or pIaced during the execution of the Contract. The estimated bid quantities are design.ated as finaJ payzne�t quantitaes, unless revised by the gaverning Section or this Article. B. If the quantity �aeasuxed as ou�ed �nder "Pr�ce ar�d Payrnent Procedures" varies by more than 25°,�0 (or as stipulated under "Pi7ce and Payment Procedures" for specific Items) from the tatal. estzn�ated q�aantity for an individual Item originally shown in the Contract Docurnents, an adjustment may be made to the quantifiy of authorized work done �or paqznent �aurposes. The party to the Contract requ�sting the adjustment will provide field measurement� and calculations showing the final quantzty far which paymer�t will be made. Payrnent �or revised quantity will ba made at ihe unit price bid for that Item, excepi as provided for in Article 10. C. Wh�n quantities are revised by a ehange in desi� a�proved by the City, by Change Order, or to corz•ect an ezxox, ox to conrect an errar an �he plans, the plans quantity will be inereased or decreased by the arnount involved in th� change, and the 25% variance will appiy to ihe new plans quantity. D. If the total Contract quantity multiplied by the unit pi•ice bid for an individual Item is less than $2S0 and the Itezr� is not o�gina.11y a plans quantity Item, then �lie Item may be paid as a plans quantity Item if the City and Contractor agree in writing io fix ihe final quaniity as a plans quani�ty. C1TY OF FQRT WQRTH 2(l23 CONCRETE RESTORATIO�V CONTRACT 3 STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS City Prajcct No. 144182 Revisian: 8/23PZ021 0072D0-1 CENERAL CONbITIONS Page 46 ofG3 E, k'or callout work or non-site specific Coniracts, the plans quantity measurement requixeme�ats a�re not applicable. ARTTCLE 1� -- CHANGE OF C�NTR�.CT PRICE; CIIANGE OF CONTRACT TIlVIE 12.01 Change of Contraca Price A. The Gontract Frice may only be changed by a Change Order. B. The value of any Work covered by a Change Qrder will be determined as follows: 1, wher� the Wor�C involved is covered by unit prices contained in the Contract Docu�nents, by application of such unit prices to the quantities of the i�ems involved (subjec# to the provisions of Paragi'aph 1.1.03}; oz 2. where the Work in�olved is not covered by unit prices contained iu the Contract Documents, by a mutually agreed lump sum or unit price (which may includ� an allowance far o�erhead and profit not necessarily in aceordance �rith Paragr�ph 12.O1.C.2), and shali iur�.clude the cost of any secondary impact� that are fareseeable at the time of pricing the eost of Extra Work; or where the Work involved is not cov�red by unit prices contained in the Contract Documents and agree�ment to a luxnp sum ar unit price is not reached under Paragraph 12.01.B.2, an t1�e basis of the Cost of the Work (determined as provided in �axagraph 11.0 I) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Cont�actor's Fee: The Contracior's additional fee for overh�ad and profit shall be deterrnined as follows: 1. a mufually acceptable �xed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages o£ the various portions of the Cost of �lie Work: a. �'ax costs incurred under Paragraphs 11.O1.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 1 S percent except �for: 1) rental fees far Coniractor's own equipment using standard rentaI rates; 2) bonds and insurance; b. for cosis incurred under Paragraph 11.O1.A.4 and 11.01.A.5, the Cont�racfiar's fee shall be five percezit (5°/a}; 1) where one ox more tiers of subcantracts are on ihe basis of Cost of the �+Vark plus a fee and no fia�ed f�e is agreed upo�, tl�e intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Suhcontractor who actually �aerforms the Work, at whatever CITY aF FORT WORTH 2O23 CDNCRETE RH3TORATION CONTRACT 3 STAAlDAKD CONSTI2UCTTON SP�CI�'1CATTON DOCUivIENTS City Arojecfi No. 104182 Revision: 81231"l02 i ao�aoo-i GENERAL CONbITIQNS Page 47 of 63 tier, will be paid a fee of 1 S percent of the casts incuz�red by such Subcontractar utlder Paragraphs 11.Ol.A.1 and 11.O1.A.2 azld that any higher tzer Subcontractar and Contractor wilI each be paid a fee of fiv� parcent (5%) of the amount paid to the next lower �ier Subconiraetar, however in no case slxaJl �e curnulative tatal af fees paid be in excess of 25%; c, na fee shall be payable on th� basis of costs itemized under Paragraphs 11.O1.A.6, and 11.01.B; d. the a�.ount of credit to be allowed by �ontracior to City far any c�an.ge which results in a n�t decrease in cost will be tlie amount of the actual net decrease in cost plus a deduction in Contract�r's fee by an aznouzat equal to five pezcenfi {5°/a) of such net decrease. 12.0� Change af Contract Time A. The Contract Time rriay only be changed by a Charzge Ordex. B. Na exiension of the Contract Time will be allowed for Extxa Wark ax fox claizn.ed delay unless the Extra Wc�rk contemplated or claim�d d�lay is shown to be on the critical path of the Project Schedule or Contractor can shaw by Cxitical Path Metl�od analysis how the E�ra Wark or claim�d delay advers�ly aff�cts the critical path. 1�.03 Delays A. V�71�er� Contractar is reasonably delayed in the perFormance or completion of any part af the Work wi�thin tk�e Contract Ti�e due ta delay beyond the contral of Contractor, the Coni-�act Time rnay be extended in an amour�t equal to the tune lost due to such delay if a Contract CIaim is made therefor, belays beyond th� control of Contractor shall include, but not be limi#ed to, acts or neglect by City, acts or neglect of utility own.ers or othex contxactors pe�a�g other work as cont�rnplated by Article 7, fires, flaods, epidemics, abnormal weather eondiiions, or acts of God. Such an adjustznent shall be Cont�acfiox's sole and exclusive remedy far the delays described in this Paragraph. B. If Contractar is delayed, City shall not be liable to Contractor for any clairns, costs, losses, or daanages (includiu�g but nat limited to all fees and charges of engineers, archit��ts, attorneys, and other professionais and all court or arbitration or other dispute resoIution costs} sustained by Contzactox on ar in connection with any oth�r project or a.riticipated project. C. Contxactor shall not be enti�led to an adjust�e�t in Contract I'rice or Contract Time for delays within ihe control of Cont�actor. Deiays attributable to and within the cantrol of a Subcontxactar or Supplier shall be deemed to be delays within the control of Contractor. D. The Cor�tractor shall r�ceive no coanpensation for delays or hindrances to the Worlc, except when direct and unavoidable extra cost to i:he Contracfior is caused by the failure o� the City ta provide infonna�ion or material, if any, which is to ba furnished by the City. Ci'fY OF 1'ORT WORT}I 2U23 CONCRETE RESTORATION COtrlTRACT 3 STP.NDARD CONSTRUCTION SPECICICAT'ION DOCl1MENTS City Project No. 1D4182 Revision: 8123f2021 00 72 00 -1 GEN�RAL CON�ITIONS Page 48 of G3 ARTICLE 13 — TESTS AND INSPECTiONS; CORRECTION, REMOVAL OR ACCEPTANCE OF D�FECTIVE WORK 13.01 Notice of Defects Notice ai all defective Work of which City has aetual knowledge will be given to Contractor. Defective Work may be rejected, eorrected, or accepted as prnvided in this Article I3. 13.(}2 Access to Work City, indepez�dent tes�ing laboratories, and governmen�al agencies with jurisdictional in�erests wi11 have access to the Sit� and th� Work at reasanable ti�es for thei� obsexvation, inspec#ion, and testing. Con.txactor shall provide ih�m proper and safe conditions for such access and advise them of Contractar's safety pracedures and prograrns sa that �liey ma� comply therewith as applicable. 13.03 Tests and Inspections A. �ontractor shall give Gity timely notice of reacliness of the Work for ail required inspections, tests, or approvals and shall cooperate with inspection and testi�g personnel to facilitate required in�pections or tests. B. If Contract Documents, Laws or Regulatians of any public body having jurisdietion r�quire any o� the Waxk (ar part tk�ereo� to be in.spected, tested, ox approved, Contraetor shall assume full responsibility fnr arranging and obtaining such independent inspections, t�sts, retests or approvals, pay all costs in connection therewith, and furnish City �e required certificates of inspection or approval; excepting, however, those fees specifically identi�ied in th� Suppl�mentary Conditions or any Texas Deparfinent of Licensure a.r�d Regulat�on (TDLR) inspections, which shall be paid as described in the 5uppiementary Conditions. C. Contractor shall be responsible for a.�ranging and obta.in.ing and sha11 pay all costs in. coxu�ection with any inspections, tesis, re-tests, or approvals reguired for City's acceptance of materials or equipment to be incorporated in the Wark; or acceptance of materials, mi� designs, o�r equipm.ent subnnitted for approvaI prior to Contractor's purchase thereof for incorparation in the Work. Such inspections, tests, re-tests, Qr approvals shall be pex�o:tmed by organuzations acceptable ta City. D. City may a:rrange for fhe se�ices of an independent testir�g laboratory ("Testing Lab") to pex�azrn any inspectio�� ox tes�s ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, wi.th Contractar; 2. Should azxy Testang under this Sectinn ].3.03 D result in a"fail", 4ic}id not pass" or other similar negative result, the Contrac�ar shall ba responsible for paying for any and all retests. Contractor's cat�cellation withou� cause of Ci�y initiated Testir�g shall be deerned a negative result and require a retest. CITY OF FORT WOATfi 2023 CDNCRETE R�STORATION CDNTRACT 3 STANDARD CON$TRUCTION SPECIFICATION bOCUMENTS City Project No. 1 D4182 Revisinii: 8/23/2021 OD72DO-1 GENERAL COIVDITIbNS Page 49 afG3 3. Any anlounts owed far any retest under this Sect�on 13.03 D sha11 be paid direcYly to the Testing Lab by Contractor. City will forward a11 invoices for retesis to Contiractor. 4. If Cont�actor fails to pay the Testing Lab, City will not issue Fina1 Payment until ihe Tesii�ng Lab is paid. E. If a,ny Work (or the work of o�ers) t�aat is to be inspected, tested, ar approved is covered by Contracfor vvithout written cancurrence of City, Cont�actor shall, if requested by Ciiy, uncover such Work %r obse�vafiian. F. Uncovering Work as provided 'an Paragraph 13.43.E shall be at Contractor's expe�se. G. Contractor shall have ihe right to malce a Contract C�aim regarding ariy retest ar invoice issued under Section 13.03 D. 13.04 U�tcave�ing Wark A. I� any Work is covered contrary to �ie Contract Document� or specific instructions by the City, it mu�t, if requested by City, be uncovered fax City's obsezvation and xeplaced at Contractor's expense. B. If City consid�rs it n�cessary or advisable ihat covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shaJl uncover, expos�, or otherwise make available for obs�rvation, inspection, or testing as Ciiy may require, thai portion of the Work in question, furnishing all necessaxy labor, material, and equipment. 1. If it is %un.d tl�at the uncovered Wark is def�ctive, Contracfor shall pay all claims, costs, Iosses, and damages (including but not limited to all fees an.d cha�rges o� engiz�eers, architects, attomeys, and other professionals and all court or other dispute resolution costs) arising out of or relating to sueh un.covering, expasure, observation, ia�spection, and testing, and of sa�isfactary replacement or reconstruction (including but not li_mited to ail costs of repair or replace�ent o�woxk o�othexs); or City shall be entitled to accept dcfeciive Worlc in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for a.I1 costs assaciated with exposing, abserving, and festing the defective VVork. 2. If tli.e uxacovered Wark is nat found to ba defcetive, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncove�ing, exposure, observation, ir�spection, testing, repiacement, and reconstruction. 13.05 City May Stop the Wo�k If the Woxk is defective, or Cor�tractor fails to supply sufficient skilled workers or suitable materials or e�uipment, ar fails to perForm the Work in ,�uch a way that t�e completed Work will confarm to the Contract Documenfis, City rnay order Coniractor to stop the 'Wor�, or any portion thereof, until the cause for such order has been eliminated; hawever, this right a� City ta sta�a �lie Work shall not give rise to any du�y an the part of City to exercise this right far the benefit of Contractor, any CITY OF FORT WORTH 2O23 CONCRETE IZESTORAT[QIs CONTRACT 3 STr1NDEaRD CONSTRUCTION SPHCIFIC/1TION QOCUMENTS Ciry ProjectNo. L04182 Revisian: 8/23I2D21 QO 72 fl0 - 1 GENERAL CONaITlONS Page SO of 63 Subcantractor, any Supplier, az�y othex ind'zvi�dual or entity, or any surety for, or employee or agent of any of them. 13.06 �or�rection o� Re�noual of Defective Y�o�k A. Promptly after receipt af writt�n notice, Contractor shall correct all defective Work pursuant ta an acceptabie schedule, whether ar not fabricated, installed, or completed, or, if the Work has been rejecied by Cit�, r�move it froln the Project and replace it with Work that is �ot defective. Contractor shall pay all claims, costs, additional testing, losses, and darnages (including but not limited to all fees and charges of engineers, arehitects, attorneys, and other pro%ssionals and all caurt or arbi�ra.tion or ather dispute resolution costs) a.rising out of or relating to such correction or removal {including but nat limitec� ta a11 casts o� xepair ox replacement of work of others). Failure to require �he removal of any defective Work shall not constitute acceptance of such Wark. B. When correcting defectiv� Work under the terms of �his Paragraph 13.0� or Paragraph 13.Q7, Contracior sha11 �a1te no action that wouid �oid or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Co�rection Period A. Ifwitl�in two (2) years after the date of Fina1 Acceptance {or such longer period of time as may be prescribed by the terrns of any applicable specia� guarantee required by the Contract Documents), any Work is found to be de�ective, ox if the repair of any damages to the land or areas made avaalable for Coniractor's use by City or permitted by Laws and Regulations as contemplated in Parag�raph 6.10.A is found fio be defective, Contractor shall promp�ly, without cost to City anc� in accordancc� with City's written instructions: 1. repair such def�ctive Iand or areas; or 2. correct such defective Work; or 3. if the defective Work has l�een rejecied by City, re�ove it from the Project and r�place it tivi�Ii Wark that is nat defective, and 4. satisfactorily carrect 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 c�.oes not promptly coz�nply with the ternas of City's written instructions, or in an emergency where dalay would cause serious risk of loss or damage, City may have the defective Woxk corrected or xepaixed ox xxaay have the rejected �ork removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attarneys, and ather professiaz�s axzd all court or other dispute resalution costs) arising �out of or relating to such correction or repair or such removal and replaccm�nt {including but nof Iimited to a11 costs af repair or replacement of work of athers) will be paid by Contractor. C1TY QF FORT WORTH 2O23 CONCRETE RESTORATIDN CONTRACT 3 STANDARD CONSTI2UCTIQIV SP�CIFTCATTON I3OCiJMGNTS City Project No. 104182 Revisian: 8/2312021 ao�zoo-� GENERAL CO�[�ITIQNS Page 51 of 63 C, Tn special circumstances wh�re a particular item oi equipment is placed in continuous service befare Fival Acceptance of all the Work, Yhe correction periad f�r that it�m may start to run from an earlier date if so provided in the Contract I.7ocuments. D. Where defective Worlc {and damage to other Work resulting therefrom) has been corrected o� removed and replaced under this Paragraph 13.07, the correctian p�riad her��nder with respect to such Work may be required to be extenc�ed for an additional pe�iod of one year after the end of the init'ra1 correction p�riod. City sha,ll provide 30 days written notice to Contracior �hould such additional warranty coverage be requirec�. Contractor xr�ay dispuie this xequ�rerxaent by fili�z�g a Contract Clairn, pursuant to Paragraph 10.06. E. Contractor's obligations under tlus Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paxagraph 13.07 shall nat be construed as a substitute for, ar a waiver of, ihe provisions of any ap�licable statute of limitation or repose. 13.0$ Acce�tance of Defec�ive Wor�k If, instead of requiring correction or removal and replac�mant of defective Work, Ciiy prefars to accept it, City xn.ay do so. Contxacfior shall pay aIl cla�ms, costs, losses, and damages (including but not limit�d to alI fees and charges of engineers, architects, attarneys, and other professionals and a11 co�-t ox other dispute resolution casts) attributable #o City's evalua�ion of and d�t�rnvnation to accept such defectiv� Work and for the diminished value of the Work to the e�tent not oth�arwi.se paid by Co�tractor. If any s�ch aceeptance occurs prior to Final Acceptance, a Chang� Order wi11 be issued incozporating the nece�saxy xevisions in the Contract Documents with respect to fhe Work, and Ci�y shall be entitled to an appropriate decrease in the Contract price, reflecting the diminished value of Work so accepted. 13.09 City May Car�ect Defective Wark A. If Cantractar fails within a reasonable time after writt�n notic� from City to correct defective Work, or to reinove and replace rejected Worlc as required by City in accoxdan.ce with Paragxaph 13,06.A, or if Contractor fails to perform the Work in accordance with ti�e Contract Documents, ox if Con�ractor fai.ls to cozar�ply wrt� any otk�er pxovision o� the Contract Dacuments, Ci#y may, after sevexl(7) days written notice to Contractar, correct, or remedy any such deficiency. S. In �xercrsing the rights and remedies under tlZis Paragraph 13.09, City shall proceed expeditiausly. In connect�on witb such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of a1I or part of ihe Work and suspend Contractor's sezvices related thereto, and incorporafe in the Wark aIl mat�rials and equipm�nt inco�aoratad in the Work, stored at the Site or for which City has paid Contractor but v,rhich are stored elsewhere. Contractor sha11 a11ow City, City's r�presentatives, agents, consultants, employees, and City's other contractors, access to the �ite to enable City to exercise tk�.e rights an.d re�zedies undex this Paragraph. C. All cIaims, costs, losses, and damages {including but not limited to all fees and charges of engineers, axch.itects, attarneys, and othex professionals and all court or othex dispute resalu�ior� CIT'� OF' POI2'C WQRTH 2O23 CONCR�TE I2ESTORATIDN COI�iTRACT 3 STANDARD CONSTRUCTIDN SFECIFICATIQI�! D�CiJMENTS City Project No. 10�}1 &2 Revision: 8I23/�021 0072q0-1 GENERAL CQND[TIONS Pagc 52 of 63 costs) incurred or sustained by Cit�+ in exercising the rights aa�d rerz�edies under this Paxag�•aph 13.09 wi11 be charged agau�t Co�tractor, and a Change Order will be issued incorporating th� necessary revisions in the Con�ract Documents with r�spect ta the Work; and City shall he entitled ta an app�rap�iate decrease in the Contraci Price. D. Contractor shall not be allowed an extension of the Contract Tirne b�eaus� af any dela�r in the perfarmance af the Woxk att�ributable to t�e exercise of City's ri�hts and remedies under this Paragraph 13.09. ARTICLE 14 -- PAYMENTS TO CONTRACTOR A.ND COMPLETION 14.01 Schedule af Values The Sc�edule of Values for Iump sum cantraets established as provided in Paragraph 2.07 will serve as the basis f�r progress payments and will be inco:rpoxated i�to a%rm af Application for Payment acceptable to City. Progress payments on account of LTnit Price Work will be based on the nutnbEr of units carnplet�d. 14.02 Pragress Payments A. Applic�iion�s for Payments: 1. Cantractor is responsible for praviding all information as required to becom� a v�ndor of the City. 2. At least 24 days before the date established in the Genera.l Requirements for each progress payment, Coniractor shall submii to City for review an A�plicatian for Payment filled aut ax�d signed by Contractox cove�ing the Worl� c�mpleted as of the data of �he A�plication and accompanied by sucl� supporting docwnentation as is required by tlze Cont�ract Documenfis. 3. If payrnent is requested an the basis of materials and equipzxient not incorporated in the Work but delivered and suitably stored ai ihe Site or at another location agreed to in writing, the Application far Payment sha1l also be accoz�npanied by a bill of sa1e, invoice, or other documentation warranting that City has received th� mat�rials and equipment �ree a.nd clear a� al� Liens aa�d evidence t�.at the materials and equipment are cavered by appropriate insurance or other a.rrangements to protect City's �nterest ther�in, a.11 of which must b� satisfactory to City. 4. Beguu�uig with the second Application for Payment, each Appiicat�on shall include an affidavit of Contractor stating that pravious progress payments received on account of t�ie Work have been applied on account to discharge Contractor's legiti.mate obligafiions associate�. wi.th prior Applications for Payment. 5. The amount Qf retainage with respect to progress payments will be as descri�ed in subsection C. unless otherwis� stipulated in the Cantract Documents. CITY OF' FOIZ"I' W012TH 2O23 CONCI�'T� RESTORATION CONTRACT 3 STANDARD CQ3�I5TfZUCTION SPECIFICATION BOCiTIv1ENT5 City Yroject No. 104182 Revision: 8/23I1021 oo��oa-i GENERAL CONDITIONS Page 53 af fi3 B. Review ofApplications: City will, after receipt of each Applica�on for Payzzient, eith�r indicate in writing a recommandation of payment or reiurn the Application to Contractor indicating reasons for refiisin.g paym.ent. �n the latter case, Contractor may malce the necessary carrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's obse�rvations of the executed Work, and on City's xeview of the Application for Payment and the accompariying data and schedules, that to the best of City's knowledge: a. the Work has �rogressed to the point indicated; b. thc quality of the Work is generally in accordance with the Cantract Docurnents (subjeci to an evaluatifln of the Work as a functioning vvhole prior to or upon I�inal Acceptance, the results of any subsequent tests called. for in the Contract Documen�s, a final determination of quantities and classificatians far Wark perfprmed under Paragraph 9.05, �.nd any oY11er qualifications sta�ed in the recomtnendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections rnade to cheek th� quality or tha quantity of the Work as it has been perfarmed have been exliaustive, extended to every aspec# af the Wark in p�agress, or involved detailed inspeetions of fi11e Work beyond th� responsibilities specifically assigned to City in the Con�ract Docu�nents; ar b. there rnay not be ather matters ar isaues between �he parties that might en�itle Contractor to be paid additionally i�y City or entitle City to wiihhold payment to Canixactox; ox c. Contractor has complied with Laws arid Regulations applicable to Contraciox's perfozxnance of the Wark. 4. City may refuse to proc�ss the vcrhole or any part of any payment because of subsequently discavered evidence or the results of subsequent inspections or tests, and revise ox revoke any such payment previously made, to such extent as rnay be necessary to protect City from loss because: a. the Work is defective or campleted Work has been damaged by the Conixactor or subcantractors requiring correction or replacement; b. discrepancies in quanfities contained in pr��viaus applications for payment; c. the Confi•act Price has been reduced by Change Order�; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH 2O23 CONCRETE RESTORATION CaNTRACT 3 ST�.ND�1RD CONSTRUC'I'10N SPECTFICATIOI�i DOCUMENTS City ProjectNo, 1D4182 Revisian: 8/23/2621 ao �z oo - i G�N�RAL CONDITIONS Page 54 of 63 e. City has actual know�edge of the occurrence of any of �he events enumerated in Paragraph 15.02.A. C. I2etainage: 1. For contracts Iess than $400,OD0 at the time o� execution, retainage shall be ten percent (10%). 2. FQr contract� grea�er than $40Q,000 at the time of execution, ret�.inage shall be fve perc�nt �5°/a�. D. Liquidated Damages. For each calenda�r day fiha� any work sha11 remain uncompleted after the time speeified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies d�e the Contractox, not as a penalty, but as damages suffered by the City. E. Payment: Contract�r will be pa.id pursuant to the requiremez�ts of this A�rticie 1� an.d payment will become due in accordance with the Contract Documents. F. Reduction fn Payme�zt: 1. City may refuse to make payment af the ama�urrt requested because: a. Liens have been filed in connection with the Woxk, exeept where Contractor ha� delivered a specific bond satisfactory to City ta secure the satisfactian and discharge af such Liens; b. there are othar items entitiing City to a set-off' against the arnaunt recommended; or c. City has act�al �r�owledge af the occurrence of any of the events enumerated in Paragrap�s 14.02.B.4.a through 14.02.B.4.e or P�ragraph 15.02.A. 2. If City refuses to make payment of the amount request�d, Cifiy wi11 giv� Contractor �cnrritten notice stating fihe xeasons for such actian and pay Contractor any amount remaining after deduciion of the amount so withheld. City shall pay Contractor the amount sa withheld, ar any adjustment thareto agreed to by City and Contractor, when Contractor remedies the reasons far such action. 14.03 Contractar's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application far Payment, whether incorporated in the Project or nat, will pass to City no later thaz� the tiume o� payrnent free az�d clear oi all Liens. CITY OF FORT WORT'H 2O23 CONCRETE RES'iORAT10N CQN7'RAC1'3 STANDAR� CONSTRUCTION SPECIFICATION DOCUMEIdTS City ProjectNo. 104182 Revision: 8123l202 ] QQ 72 0D - 1 GENERAL COND]�IONS Page 55 of 63 I4.04 Partial Utilizatinn A. Prior to Final Accepta.nce of a.11 the Viioxk, �ity xnay use or occupy azay paxt a� t�e Woxlc which has specifically been identif �d in the Contract Documents, or which City determines constitutes a separately functioning and u�able part o� the Work thafi can be used for its intended purpose without significant interference with Contractor's perfarmance of thc; remainder of the Work. City at any time may noti�Ey Cont�actor in wz-iting to pernut City to use nr occupy any such part of #he Wor�C which City determines to be ready for its intendec� use, subject to the following conditions: 1. Contractor at any time may notify City in writing thai Contractar considers any such part of the Work ready for its intended use. 2. Within a reasonable time after na�ification as enumerated in Paragraph 14.05.A.1, Cit� and Contractor shalI make an inspection of that part of ih� Work to determine its status of completion.. If City does not consider that part af the Work ta be substantially c4mpl�t�, Ciiy wi11 notify Coniractor in writing giving ihe reasons therefor. 3. Partial Utilization will not constitute Final Aeceptance by City. 14.05 Finallnspection A. Upon written notice fram Contractor that 1;he entire Work is S u b s t a nt i a 11 y Complate in accordance with the Contract Documents: l. Within 10 day�, Cit�r will schedule a Final Inspeciion with Contt�actor. 2. City will no#ify Cantractar in writing o� aIl parti�ulars in whieh this inspection reveals that the Work is u�eomplete or defect�ve ("Pumch List Ite�x�.s"}. Co�tx�actor s�all zmmediately take such measures as ar� neeessary ta complete such Work or remedy such deficiencies. B, Na time charge �ill be made against the Contractor between said date of notification to the City of Substantial Campletian at�d the date o£ Final Inspectian. 1. Should the City detern�ine that the Work is not ready far Final Tnspection, C'rty will notify the Gontractor in writing of the reasons and Contract Time will resurr�e. 2. Should the City concur that Substantial Completion has been achieved with th.e e�ception of any Punch List Items, Contract Time wilI resume for the duration it takes for Coniractor to achieve Fina1 Acceptance. 14.0( Final Aeceptance Upon completion by Contractox to City's satisfactian, of any additzonal Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORT�I 2023 CONCRE'T� RE$TORATIDN CONTRACT 3 STANBA�D CONSTRUCTION SPECIF'1CATION DOCLIIvfENTS City I'rojectNo, 104182 Revisian: 8123J2021 an�zoo-� GENERAL CON�ITIONS Psge SG af G3 14.07 Final Payment A. Application fo� Payment: I. Upan Finai Acceptance, and in the opinion of City, Contractor may make an application far final payment follawing the pracedure for prvgress payments in accordance with �he Contract Documents. 2. The �nal Ap�alication for Payment shall be accompanied (except as previnusly delivered) by: a. all documentatifln called �ox in the Contiract Docurraents, including but noi limited to the evidence of insurance required by Paragraph 5.03; b. consent of the sureiy, if any, to �'inal pa�nent; c. a list af aJ.l pending or released Damage Claims against City that Contractor believes are unsettled; and d. aff"idavits of payments and compl.ete and legally effaciive releases or waivers (satisfactory to City) of alI Lien rights arising out of ar Liens f led in connection with the Wark. B. Pcryment Becomes Due: 1. After City's acceptance of the Application for Paymeni and accompanying c�ocumentation, requested by Contractor, less pr�vious pa�ents made and any sum City is entitled, including but not limited ta liquidated damages, will become due and payable. 2. After all Damage Cla.�ms have been resolved: a. directlp by the Contractor ar; b. Contxactar provides evidence ihat the Damage Claim has been reportad to Contractor's insurance provid�r for resolution. 3. The rnaking o� the �'inal pa�ent by the City shall not relieve the Contractor of any guarantees ar other requirements of the Contract Docum�nts which specifically continue thereafter. 14.08 Final Corrapletion Delayed and Partial Retainage Relecrse A. If final completion of the Work is significant�y delayed, and if City sa canfirms, City rnay, upon receipt af Contractor's final Application far Payment, and wit�.out tez�min.ati:ng tk�.e Confiract, make payment of the ba.lance due for that portion af ihe Work fully cort��leted and accepted. If the remaining halance to be held by City for Work not fully completed ox cox7rected is �ess than tl�.e retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the wri.tten conseni of th� surety to the pa�ment af the balance due far t.�at CITY OP FORT WORTH 2O23 COI�CRETE RESTORATIQN CONTRACT 3 STANDARD CONSTRUCTION SPECIPICATIf)N DpCUNfENTS City Project No. 144182 Revisinn: 8/23l2Q21 00 �2 00 - i GENERAL CONDITIONS Pagc 57 of G3 portion af the Work fully completed and accepted shall be submitted by Contractor to Cit� wzth the Applicatian for such payment. Such paym�nt shall be made under the terms and conditions governing final payment, except that ifi shaJl not constitute a v�aiver a� Contract Claims. B. Fa�ticrl Retainage �ele�se. For a Contxact that provides for a separate vegetative establishment and mazntenance, and test and performance pariod� follawing the completion of all other construction in ihe Contract Documents for alI Work locations, the Caty may release a portion of t11e amnunt retaincd provided that all other work is completed as determined by the City. Be�are the release, all sub�nittals and final. qua�atities �ust be completed and accepted for a11 other work. An amount sufficient to ens�zre Contract compliance will be retained. 14.Q9 Waiver of Claims The acceptane� af final payment will constitute a release of the City from all claims ox Iiabilities under ihe Contract for anything done or furnisheti or relating to the w�rk und�r the Contract Documenis or any act or neglect of City related to or connec�ed with the Contract. A.RTICLE 1� — SUSPENSION OF WORK AND TERNIINATION l. 5.01 City May 5uspend Wot�k A. At any time and without cause, Gity may suspand the Wark or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor sha11 resume the Work on the date sa fixed. During temporary suspension of the Work covered by these Contract Documents, �o:r any reasan, the City will mak� nQ �xtra payment for stand-by time of construction equipmant and/or const�uction cxews. B. Should th� Contractor not be able to complete a portion of the Project due to causes heyond the contro� o� and without the fa�t or n�gligenca of the Contractor, and shauld it be c�etermined by mutual consent of the Contractor ax�d Ciry that a solution ta allow canstruction to proceed is not available wi�iiin a reasonable periad of timc, Contractor may request an extension in Coniract Time, directly att�•ibutable tQ any such s-uspension. C. If it should become necessary to suspen.d the Woxk for an indefinife period, �lie Contractor shall store a11 materials in such a manner that they will not obstruct or impede the public unnece�sarily nor become damaged in any way, and he s1�a11 take every preeaution to prevent damage or deterioration of the worlc performed; he shall �rovide suitable drainage a�out the work, and erect tempoxary st�xctures where necessary. D. Contractor may be reimbu�sed %r the cast of moving his eq2.ripment off the job and returning the necessary equipment to the job when it is determined by the Czty that consttnxctian may b� resumed. Such reimbursement shall be based on aetual cost to the Coniractor of moving ihe equipment and no profit wiil be allowed. Reimbursemenf may not be a,llowv�d if th� equipment is moved fa ana�her construction project for the City. CITY OF FQRT WOR�'H 2O23 COi�ICRETE RESTpAATIQN Cpi�IfRACT 3 STAt�IDAR� CON3TRUCTIDN SPECIFICATI4N DOCC7MEN't5 City 1'rojectNo. ]04182 Revision: 8f23/"1021 ao�zoo-� GENERA�. CON�ITIOfVS Page 58 of G3 15.02 Caiy �ay Tet�ainate for Ccause A. The occux�rence of any one or more of the following events l�y way o� example, but no� of limitatian, may justify termination �ar cause: 1. Cantractor'� persistent iailure to perform the Work in accordance wit1� the Gontracr pocuments (including, but not limit�d to, �aiiure to suppiy sufFicient skilled workers or suitable materials ax equzpmenfi, failure to adhere io the Project Schec�.ule established unt�er Paragraph 2.07 as adjus�ed from time to time pursuant to Paragraph b.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020�12-241 ].establzshed uz�der Paragraph 6.46.D); 2. Contractar's disrega�rd of Laws or Regulations of any public body having jurisdictian; 3. Contractor's repeated disregard af tile authority af Cit�; aar 4. Contractor's vioIation in any substantial way ai any provisions of the Contract Documents; or 5. Contractor's failure to prornptly make good any de�ect in materials or workmanship, or defects of any natu.re, the correction of which has been dir�cted in writing by tlie Cify; or 6. Substan.tial rndication that the Contractor has made an nnautharized assxgnment of the Contract or any funds due tl�erefrom for the benefit of any creditor or for any other p�arpose; or 7. Substantial e�id�nce that the Contractor has become insolvent ar ba�upt, ar otherwise financially unable to carzy on �e Work satisfactorily; or $. Contractor commences legal action in a court of cornp�tent jurisdiction agaainst the City. B. If one or more of the events identified in Paragraph l 5.02A. occur, City will provide written noiice to Cantractor and Suxety to arrange a conference with Contractor and Surety ta address Contractor's failure to perform the Work. Conferez�ce shall be held not later than 15 days, after receipt o�not�ce. If the City, the Cont�actor, and the Surety do not agree ta allow the Cantractor �o proceed to perform the canstruction Contxact, the City may, to the extent permitt�d by Laws and Regulations, declare a Contractor default and formally terminate the Contraetor's right to complete the Cant�act. Contractor default shall not be declared earlier than ZO days after tlie Contractor and Surety have receiv�d notice of conference to address Gontractar's fa.ilure to perforrn the VL�ork. 2. If Cantractor's sezvices are �erminated, �urety shall be obligated to take over and perfarm the Work. If Star�ty does not cammence performance thereof withiun. l S consecutive calendar days after date o£ an additional written no�ice demanding Surety's perforrnance of its C1TY OF r012T W�RTH 2O23 CONCRETE RESTOKATION CONTRACT 3 STANDAR.p CONSTR[JCTTON SPEC(FICATI�N DOCUMEI�TS Cily Project Na. 104182 Revisian: 8/2312021 007200-1 GEN�fiAL CON�ITfONS Page 59 of fi3 obfigations, then City, without pracess or actzan at law, may take over any portion of the Work and complete it as described below. a. If City campletes th� Work, City may exclude Coniractor and Surety from the site and take possession of the Wori�, and all materials and equipment inco�porated into the Work sfar�d at the Site or far which Ciiy has paid Con.txactar or Suxety but which are stored elsewhere, and finish �he Wark as City may deem expedient. 3. Whether City or Surety completes �he Work, Contractor shall not be cntitled to receive any �urther paym�nt until the Wark is finished. If the unpaid bal.an.ce o� the Conirac# Price ��ceeds all clainns, costs, losses and damages sustai.ned by City arising out of or resul.tin.g fram complefing tha Work, such exce�s will be paid to Con.t�ractoz. Tf siich clair�s, costs, I05S05 a11C� daamages exc�ed such unpaid balance, Cont�actor shall pay the difference io City. Such cla.ims, costs, losses and damages in.curred by Ciiy will be incorporated in a Changa Order, provided that when exercising any rights or remedies under this Paragraph, City sh.a11 not be required to obtain the 3owest pxice �or the Work perform�d. 4. Neither City, nor any of its respective consultants, agents, officers, director� ar ernployees shall be in any way liable or accountable to Cantractox o�• Surety £or tk�e meihad by which ihe cornpletion of the said Work, or any part:ion thereof, may be accomplished or for the price paid therefor. 5. City, notwifihstanding the method used in coxnpletzng the Contract, sha11 not farfeit the right to recover darz�.ages fram Con�ractor ar�urety far Contractor's failure to timely complete the entire Contract. Contractar shall n.ot be entitled fo any claim an aceount of the mefihod used by City in Cample�ing the Contract. 6. Maantenance af the Wark shalI continue to be Contracior's and Surety's respansibilities as provided for in the bond xequirement� af the Contract Doc�un�nts ar any special guarantees provided for under the Contract Documents or any other obligat�ons otherwise prescribed by law. C. Notwithstanding Paxagraphs �S.Q2.B, Contractar's s�rvices wi11 not be ternunated if Gontractox begins within seven days of receipt of notice of intent ta term�inate ta correct its failur� io perform and proceeds diiigent�y to cure such failur� within no rnore than 30 day�s of receipt of said notice, D. Where Contractor's sezvices have been so t�rminated by City, tha termination will not affect any rights or remedi�s of City against Contractor then exisiing ox which may thereafter accrue. Any retention or paynn.ent of m�neys due Contractor by City will not release Contractor from liabaiity. E. If and to the extent that Contractor has provided a performanee bond under the provision� of Paragraph S.D2, ihe termination procedure,s of that boa�d shall nat supersede the provisions of ihis Article. CITY OF C'ORT WORTH 2O23 CONCRE'E'E RESTORATION CONTRACT 3 STAIVDARD CONSTRUCI'IOA! SP�CIFICATION DOCiJNIEiVTS City Project No. 104182 Revision: 5/23/2021 QO7200-I GENERAL COND�TIONS P�ge 60 of 63 15.03 City 1Vlay Ter�minate Tor Canvenience A. Citp maq, wi.thout cause and without prejudice to any oflier right ar xemedy o� City, terminate the Contract. Any t�rmination shall be effected by mailing a notice of the terminatian to the Can�ractor specifying the extent to which performance of Work under the contract is tezminated, and the date upon which such termination. becames effective. Receipt of the notice shall be deemed conclusively pre�umed and established when the Ietter is placed in tl�e United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumecl and established thai such termination is made with just cause as therein stated; and no proof in any cIaim, demand ar suit shalj be required of the City regardzng such discretionary action. B. Aftez� receipt of a notice of termination, and except as otherwise darected by the Ciiy, the Contractor shall: 1. Stop work unc3.er the Cont�•act on the date and to the exient specified in the r�otice a�ternaination; 2, place no further orders or subconiracts for materials, services or facilities e�cept as may be necessary for completion of suck� portion of the Work tander t�e Contract as is not ternlinated; 3, t�rrrunate all orders ai�d subcontracts to the exte�t that they relate to the perfortnance o� the Work terminated by notice of termination; 4. transfer title to the City a�d delivex in tY1e manner, at fi11e times, and to the extent, if any, c3�rected by the City: a. the fabricated or unfabricated parts, �Vork in progress, compleiec� Wark, supplies and other rnaterial produced as a part of, or acquired in cannectian vvith the performance of, the Work terminated by th� notice of the termination; and b. the carnpleted, or partially carnpleted pians, drawings, inforrna#xon and other property which, if the Cantract had been compl�t�d, �cnrould have been xeq�aired to be furnished t�a tY�e City. S. eomplete perforn�ance oi such Work as shall not have been t�rminated b� the notice of terrninaiion; and 6. take such action as rnay be necessary, or as the Ciiy �ay direct, for the pratection and preservation of the property related to its contract which is in the possessi�n of the Contractor and in which the owner has or may acquir� the rest. C. At a tir�e not later than 30 days after the termination date specified in tk�e noiice of termination, the Contractor may submit ta the City a list, certified as to quantity and quality, of any or aIl items of termination i�x�venfiory noi previously dispased of, exclusive of items the dispasition a£which has been directed or authoriz�d by City, CI'I'Y OF FORT WORTI-I 2023 COMCRETE K�STORATION CONTRACT 3 STANDA12Il CQNSTRUCT'iON SPECIFICATION DOCLIMENTS City I'raject No, 1q418� Revision: 8/23/2Q21 oo�zoo-i GENERAL CON�ITIflNS Page 61 of G3 D. Not later than 15 days ihereafter, the City sha11 accept ti-�le ta such items providad, that the list submitted sha1l be subject to verification by tb.e City upan remo�al of the items or, if the items are stored, within 45 days from the date of submission of the list, and an� necessary adjustrnents ta correct the list as subxnitted, �hall be made prior ta final settlem�ni. E. Not later than 60 days after the notice af ternrunation, the Contractor shall subrnit his terminaiion claam to the City in the form and with the certification prescribed by the City. Unless an. extension is made in writing within such 60 day periad by the Contractor, and granted by the City, any and all such claims shall be conclusively dee�ned waived. F. In such case, Cantractor shall be paid for (without duplication of any items}: 1. completed and acceptable Woric executed in accordance with the Contract Documents pxior to the effective date of terminatian, iur�cluding iair and reasonable surns far ova�head and profit on such Work; 2. expenses sustained priar to th� effective date of termination in performing sezvices �nd furnishuig labor, materials, or equzpment as required by the Contract Dacuments in connection with uncomp�eted Work, plus fair and reasonahle sums for overheac� and profit on such expenses; and 3. reasanable expenses dixectly attribLttable to terrnination. G. 7n the eve�t of the failure o�' the Contractor and City to agree upon the whole amount to be paid to the Con-tractar by reason of the terminatian of the Work, the City shall detennine, on the basis of information avai.lahle to zt, the amount, if any, due to the Contractor by reason of the termination and shalI pay to the Con�ractor the a�nount,s deter�nined. Contractor shall nat be paid on accouni of loss o� an.tacipated pro�'its or revenue ar other economic loss arising out of or resulting from such terminaiion. ARTICLE 16 — DI�PUTE RESOLLITION 1�,Q1 Methods c�nd P�ocea�u�es A. Eith�r City or Coniractor rnay request meciiation of any Co�ztract Claim submitted Far a d�cision under Paragzaph � 0.06 befare such decision beeames fir�al and binding. The request for mediati�n shall be sut�mitted to the ather party to the Contract. Timely submission of the request sha11 stay the e��ect ofParagraph 10.Ob.E. B. City and Contractor shall parkicipate in the mediation process in good faith. The process �hall be commenced wi�hin 60 days of filing of the request. C. Tf the Contract Claim is not resolved by mediation, City's ac�ion und�r Paragraph 10A6.0 or a denial pu�rsuant ta Paragraphs i0.06.C3 or 10.06.D shall become final and binding 30 days after termination of the mediation utaless, within that time period, City or Contractor: CITY DF FORT WOATH 2O23 CONCRCTE RESTORATIOM CONTRACT 3 STANBF�I2D CONSTRUCTT�N SFECIFIGATT4N bOCUMCNTS City Project No. 104182 Revisiozi; 8/23/202I 607200-1 GENERAL CDNDITIpNS 1'age 62 of 63 1. elects in writing to invoke any other dispute r�solution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit tlze Contract CIai� to anather dxspute resolution process; ar 3. gives written no�ice to the other party of the intent to slibmit the Contract C1aim to a cau�t of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 �iving Notice A. Whenever any provision of the Canfiract Document� requires the giving of written. notice, it will be deemed to have been validly given if: 1, delivexed in person to the in.dividual ot to a member of ihe firm or to an officer of the corporation foz wham it is intended; or 2, delivered at or sent by registered or certified xnail, postage prepaid, to th� last business address known to the giver o�#�e notice, B. Business address changes xnusi be promptly made in vvriting fo the other party. C. �TVhenever thie Contraci Documents specifies giving n�tice by electronic means such electronic notice shall be deemed �ufficzent upon confirmation of ieceipt by the receiving party. 17.42 Computation of Times When any period of t�me is referred to in the Contract Docuznents by days, it will �e eornputed to exclude the first and include the la�t day of such period. If the last day of any such period falls on a Saturday ar Sunday or on a da.y made a l�gal holiday the next Working Day shall becom� the last day of the period. 1`i.03 Cumulative Remedies The duiies axzd obligations imposed by these G�neral Conditions and the rights and rern�dies avaiIable hereunder to the parties hereto are in addition to, and are not to lae construed in any way as a limitation of, atiy rights an.d remedies availabl� to any or ail of �liem which are othervuise imposed ar available by Laws or Regulations, by special warranty or guaraniee, or by other prov�isions of the Contract Documents. The provisions of this Paragraph will be as e�ective as if repeated specifically in the Contract Documents in connection with each particular duty, obligatian, right, aand remedy to which they apply. CITY OF FORT WORTI� 2023 CdNCRETE RESTORATION COiVTRACT 3 STANDr1RD CONSTRUC'T[ON 5PECIFICATION 170CUMENTS City ProjectNo. 104182 Revision: 8l2312021 oo7aoo-i CEN�RAl� CON�ITIOiVS Page G3 of G3 17.04 Su�vaval of Obligations AIl representation.s, �nr��mn1�iCaf10ri5, warranties, and guaz�antees madc in, required by, or gi�+en in accordance with the Contract Documents, as well as all con�tinuing obligations inc3icai�d in the Contract Documents, will su�.vive fmal payment, conrzpletian, and acceptance of the Work ar terniinafion or complet�on of the Contxact or termina�ion of the Gervices of Contiractar. 17.05 Headings Article and paragrapn �eadings are inserted �ar conveni�nce only and do not constitute parts af these General Condi�ior�s. CITY flF FOIZ1' WORTH 2Q23 CQNCRETE RESTaRATIOI�i CONTRACT 3 STANDARD COMSTRUCTION SPECIFICATION bOC1.JMENi'S City Pro,ject No. I D4182 Revision: 8/23/2021 OQ 73 00 SUPPLEMENTARY CONDITIpNS Page 1 of 5 sECT�oN oa �r3 aa SUPPLEMENTARI' CONDITIONS TO GENERAL GONDITIONS S�pplementary Conditivns These Supplementary Conditions modify and supplement 5ection �t} 72 40 - General Conditians, and other provisions qf fhe Cont�•act Documents as indicated belaw. All provisions of the General Conditions that are rnodifed or supplement�d remain in full farce and effect as so modified or supplemented. All pro�visions of the Gene��al Conditions which are not so mndified or supplemented remain in full force and effect. De�ined Terms The tenns used in these Supplementaty Conditzons whieh are defined in the General Conditians have the meaning assigned to them in the General Canditions, unless specifically noted herein. Modi�ications and Supplements The follawing are instructions that madify or supplement specif c paragraphs in tha Geaera� Condiiions and other Contract Documents. SC-3.03B.2, "Resolving Discrepaneies" Plans goverr� vver Specifications. SC-4.01 A Eas�ment Iimits shflwn on the Drawing are approacimate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Cnntractor shall compare them to the linas shown an the Contract Drawings. SC-�.OIA.l., "Availability of Lands" The folIowing is a list of known outstanding rigk�t-of way, and/or easements to be acquired, if any as of October 1, �02I: Outstanding Right-Of Way, and/ar Easements to Be Acquired PARCEL �WNER TARGE'I' DATE NUMBBR �F POSSESSION NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do nat bind the City. If Contractor considers the final easements provided to differ materiaily from the repres�ntations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, natify City in writing associated with the differing easement line locations. SC-4.OlA.�, "Avaiiability of Lands" Utilities or obstrnciions to be removed, adjusted, and/or relocated CITY OI' FORT WORTH 2O23 CO3�ICRETE RESTORATION CQ?VTRACT 3 S"['ANDARD CONSTRUCTION SPECIFICATIOi�i DOCUML-'N'I"5 Revised lularch 9, 2020 CITY PRO.IECT NO. 104182 OD 73 OD SUYPL�MEZdTARY CONDITIONS Page 2 of 5 The following is list of utiIities a�d/or obsiructions that have not been removed, adjusted, anc�lor relocated as af October 1, 2021: EXPECTED UTILITY AND LOCATION OWNER NONE TARGET DATE OP ADJUSTMENT 'T'he Contractar understands and agrees that the dates listed above are esti3nates only, are not guaranteed, and do not bind the City. SC-4.02A., "�ubsurface and Physical Conditions" The following are reports af explaratians and tests of subsurface conditions at the siYe of the Worlc: A"None" Report No. , dated , prepared by "None" a sub-consultant of "None", a consultant of the City, providing additional information on "Nane" The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities} vwhich are at or cantiguous t� the site af the Wark: "None" SC-4.pGA., f°Hazardous �nviroumental �onditions at �ite" The following are reports and drawings of existing hazardous environnsental conditians known to the City: "None" SC-S.03A., "Certiiicates of Insurance'° The entities listed below are "additiona] iasureds as fiheir interest m respective officers, directors, agents and employ�es. (1) City (2) Cansultant: "None" (3) Other: "None" SC-5.04A., "Cor�tractar's Insurance" ay appear" including their The limits of liabiIity for the insurance required by Paragraph GGS.O�} shall gro�ide Che %llawing co�erages for not iess than the following amonnts or greater where required by laws and regulations: 5.04A. Vi�arkers' Compensation, under Paragraph GC-5.04A. Statutory Iimits �mployer's liability $1Q0,000 each accident/occurrence $1D0,000 Disease - each employee $SDO,OflQ Disease - palicy lirnit SC-S.OaR., "Contractor's Insurance" C1TY QF FORT WORTH STANDARD CDNSTi2UCTION SP�CIPICATION DOCl3M8NTS Revised March 4, 2020 2023 CONCR�TE RESTORATION CQNTl2ACT 3 CITY FR07ECT NO. 1(k}l82 00 73 fl0 SUPPLENEENTARY CONDITIONS Page 3 of 5 5.04B. Commercial General Liability, under Paragraph GG5.f�4B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering khe Contractar with minimum limits of: $1,0OO,ODO each occurr�nce $2,OOO,Q00 aggregate limit The policy must ha�e an andorsement {Axnendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job siie. The Commercial General Liability insurance policie� shall provide "X", "C", and "U" co�erage's. Verification of such coverage must be shown in the Remarks Article of ihe Certificate af Insuranee. SC 5.04C., "Contractor's Insurauce" �.04C. Automobila Liability, under Paragraph GC-5.04C. Contraetor's Liability Tnsurance under Paragraph GG5.04C., which sha11 he in an amount not less than the following amounts: (1j Automobile Liahility - a commercial business policy shall provide coverage an "Any Auta", deimed as autos owned, hired and non-owned. $1,fl00,000 each accident on a combined single li�nit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per persan / $500,000 Bodily Injury per accidentl $I00,000 Prqperty Damage 5C-SA4D., "Co�tractnr's Insur�nce" The Contractor's construction activities will require its employees, agents, subconiractors, equipment, and materia] delive�-ies to cr�ass railroad properties and trac�ss "None". The Contractor shall c�nduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use ar operation of its/fheir irains ar other property. Such operations on railroad properties may require thaf Contractor tn execufe a"Aight of Entry Agreement" wiih the particular railroad co�pany ar compa�ies involve�, and to this end the Cantractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entty (if any) required by a railroad comparry. The requirements speci�ed herein likewise relate io the Contractar's use of private and/ar construcfion access roads crnssing said railroad company's properties. The Contraetual L�ability covarage required by Paragraph 5.04D of the General Conditions shall provide caverage for not less than the foIlowing amounts, issued by companies satisfactory to the City and to ti�e Railroad Company %r a term that continues for so long as the Cantractor's operations and work cross, occupy, or tauch railraad property: (l) General Aggregate: N/A (2) Each Occurrance: N/A ____ Required %r this Gontract X Not required for this Contract With respect to the a6ove outlined ins�rance requirements, the follawing shall govern: CI'I`Y OF PORT WpRTH 2O23 CONCRE'I� RESTORATION CONTAACT 3 STANDARD CONSTRUCTION SAEGIFICATION DOCUIvEENTS Revised Mazch 9, 2020 CITY PROJECT Nq. 104182 OD 73 00 S[JPPLEMENTARY CaNDI'1'IONS Page 9 of 5 1. Where a single railroad company is invQIved, the Cbntractor shall provide one insurance policy in the nanne af the railroad company. Hawever, if more �han one grade separation ar at-grade crossing is affected by the Project at entirely separaCe locatians on the line or lines of the same railroad connpany, separate coverage may be required, each in the amount stated above. 2. Where more than one rail�-oad company is aperating on the sarne right-of-way or where severaI railroad com.panies are invoIved and operated nn their own separate i•ights-of-way, the Contractar znay be r�qu�red to provide separate insurance poiicies in the name of each railroad campany. 3. If, in add'ation to a grade separation or an at-grada crossing, other work or activity is praposed an a railroad company's righfi-nf way at � location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work rnust be included in the policy covering �e grade separation. 4. If no grade separation is invalved but other work is proposed on a railrnad company's right-of way, ail such nther work may be covered in a singie policy for that rai�road, even thaugh the worl< may 6e at two or mare separate locations. No woz�k or activiti�s on a railrnad company's praparty to be perfonned by the Contractor shaIl be comnaen.ced until the Contractor has furnished the City with an original policy or policies of the insurance far each railroad company named, as required abave. All such insurance must be appro�ed by the City and eack� affected Railroad Company prior ta the Contractor's beginning wvork. The insurance specified above must be carried until all Work to be pei�formed on the railroad right-of way has been completed and the grade crossing, if any, is no longer nsed by the Cont�•actor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railraad right-of way. Such insurance must name the raiL•aad company as the insured, together with any tanant or lessee oFthe railroad cornpany operating over tracks invoIved in the Project. SC-6.04., "Project SchEdule" Project schedule shail be tier 3 far the project. SC-G.07., "Wage Rates" The foilawing is the prevailing wage xate table{s) applicable to this project and is provided in the Appendixes: GC 6.07 2013 Prevailing Wage Rates (Heavy and Highway Canstructian Project} A capy ofihe table is aiso available by accessing the City's website at: https:/lapps.fortworthtexas.�ovlProiectResources/ You can access the file by following tlte dicectory paih: Q2-CanstriLction DocurnentslSpeci�cations/DivaO — General Conditions SC-6.09., "Permits and Utilities" SG6.09A., i°Coniractor obtained permits and licenses" The following are known permits and/ar licenses required by the Canixact to b� acquired by the Contractor: "None" SG6.U9B. "City o�atained �ermits and litenses" The folIowing are lcnown permits and/or licenses required by the Contract to he acquired by the City: "None" SC-6.49C. "Outstanding permits and licenses" GITY OP PORT WORTH 2O23 CONCRET� �STOItATION COIVTRACT 3 STANI7ARI] CONSTRUCTIOIV 5PECTf 1CATION BOCUMENTS RevisecI March 9, 2p20 CITY PR07ECT NO. l 0�E 1&2 Da 73 OD SUPPLEMENTARY COt�[DITIONS Page 5 of 5 Th� follvwing is a lisfi of known outstanding p�rmits and/or Iicanses ta be acquired, if any as of October 1, 2021: Dutstanding Permits and/or Licenses to Be Acyuired OWNER PBRMiT OR LICENS� AND LOCATION TARGET DATE OF FaSSESSION "None" SC-'�.fl2., "Coordination" The individuals or entities listed below ha�e contracts with the City for the perforrnance of other work at the Site: "None" � Vendar Scope of Work Coordination Authority � None Nane None i SC-S.O1, "Cammunications to Contractor" "None" SG9AI., �°Cit�'s Projeet Manager" The City's Aroject Manager for this Contract is Tariqul Islam or his/her succ�ssor pursuant to written natiircation from the Directar of Transpartatian and Public Works SG13.U3C., "Tests and Inspections" "1Vone" SC-16.O1C.1, "Methods a�d Frocedures" "Nane" END OF SECTION Revision Log DAT� NAME SUMMARY OF CHANGE 11221201fi F. Griffin SG"��01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana 5C-B.07, Updated ihe link such that files can be accessed via the City's website, CITY OE FORT WORTI-I 2023 CONCRETE RESTORt1TTON CONTRACT 3 STA�+]I]AIiD CONSTRUCTI(JN SP6CIFICATIQN I�QCUMGN`PS Revised March 9, 2020 CITY PRO]ECT NO. l D4182 oi ii oo-i SLIMMARY OF WORK Page i of 3 2 SECTION 01 11 00 SUNIlVIARY OF WORK 3 PARTI- GENERAL 4 1.1 �iTMMARY S 6 '] 8 9 l0 11 12 l3 14 A. Section Includes: l. Sumrnary of Work to be performed in accordance with the Contract Docurnents B. Deviations fi•om this Ciry of Fort Worth Standard Specification 1. MOBILIZATION AND DEMOBILIZATION SHA.LL BE SUBSIDIARY TO THIS PROJECT PAY ITEMS, NO SEPARATE PAY. NO PAYIVIENT WII,L BE MADE FOR MOBILIZATION AND DEMOBILIZATION �'ROM ONE LOCATION TO ANOTHER IN NORMAL PR�GRESS OF PERFORMING THE WORIC. REMOBILTZATION PAY TTEM SHAL�. BE PA1D FOR SUSPENSI�JN Ok' WORK SPECIFICALLY REQl1�RED �1V THE C�NTRACT DOCUMENTS OR AS REQUIRED BY THE CITY. LS C. Related Specification Sectioiis include, but a�•e not necessarily limited to: l6 1. Division 0- Sidding Requirements, Contract Forms, and Conditinns nf tha Cantrac� 17 2. Division 1- Generai Requirements IS 1.2 PRIC� AND PAYIV�NT PROC�DURES 19 A. Measuremant and Payment 20 1. Worlc associated witl� this Ttem is considered subsidiary to the various items bid. 2] No separate payment will be alior�ved for this Item. 22 1..3 REFERENCES jNDT iTSED] 23 1.4 ADIWIIlVISTRATIVE REQiTIRE1V�NTS 24 25 26 27 2$ 29 30 31 32 33 3�1 35 36 37 38 39 .�,. Wnrk Covared by Contract Documants 1. Work is to include furnishing all �abor, inateria�s, and eguipinent, and perfo�ning all Work necessary for this construction project as detailed in the Drawings and Specificatiions. B, Subsidiazy Work 1. Any and all Wark specifically governed by documentary requirements for the project, such as conditions impnsed by the Drawings or Contract Documents in which na specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item ineluded on the standard bid item list, tllen the item shall be considered as a subsidiary item of Wor�, tha oost of which shall be included in the price bid in the Proposal for various bid items. 2. MOBILIZATION AND DEMOBILIZATION SHALL NOT BE PAID DIRECTLY BUT SIIAi.L BE CONSIDERED SUBSIDIARY TO THE MAJQR ITEM� OF WORK. NO PAYMENT WII,L BE MADE FOR MOBILIZATION AND DEMIBILIZf1.TION FROM ON� LOCATION TO ANOTHER 1N NORM�L i'ROGRESS OF PEIt�ORMING THE WORK. CITY OF FORT WORTH STANDARD COtrl5TIZUCTION SPECIFICA"iION DOCIfMENTS Revised Pecember 20, 2�12 2023 CdNCRETE RESTORATION CbNTRACT 3 CITY PROJECT NO. 104182 oi iioo-z SUMMARY OF WD12K Page 2 of 3 1 C. iTse of Premises 2 1. Coordinate uses of premises under direction of the City. 3 2. Assume full responsibility for pratectia� and safekeeping of materials and 4 equipmeni stored on the Site. S 3. L1se and occupy c�nly portions of the public s�reets and alleys, or other �ublic places 6 ar other rights-of-way as provided for in the ordinances of the City, as shown in ihe 7 Contract Documents, or as rnay be specif�cally au�liorized in writing by the City. 8 a. A reasonable amount of tools, materials, and equipment for construction 9 purposes may be stored in such space, hut na more than is ne�cessary to avoid l 0 deIay in the construction operations. 11 b. Exeavated and waste materials shall be stored in such a way as not to interfere 12 with the use of spaces that may be designated to be left free and unobstructed 13 and so as not to inconvenience occupants of adjacent properiy. 14 c. If the street is accUpied by railroad tracics, the �Vork shalI be carried on in such 15 manner as nat to interfere with the operation of the railroad. 16 1} A11 Work shall be in accordance with railroad requirements set forth in 17 Division 0 as well as the railroad permit. 1$ 19 20 D. Work within Easements 1. Do not enter upon private praperty for any purpose without having previously obtained permission from the owner of such property. 21 2. Do not store equipment or material on private property unless and until the 22 specified approval of the property owner has been secured in writing by the 23 Gontractor and a copy fiunished to the City. 2� 3. Unless specifically provided otherwise, clear a11 rights-of way or easements of 25 obstructians which must be removed to make possible proper prosecution of the 26 Work as a part of the project construction operations. 27 28 29 30 3l 32 33 3A� 35 36 37 3$ 39 40 41 42 4, 5. Preserve and use every precaution to prevent damage ta, all trees, shrubbery, pIants, lawns, fences, cu�verts, curbing, and all other types of strucfures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fencas and to all ather public or private property adjacent to the Work. Notify the proper representati�+es of the owners or occu�aan#s of the public ar private lands of interest in lands which might be af%cted by ihe Work. a. Such notice shall be made at I�ast 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or ather, either as ovvners or occupants, whose land or uiterest in Iand miglit be affected by �lie Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or miscanciuct in ihe maimer or method or execution of the Work, or at any time due to defec#ive work, material, or equipment. �3 6. Fer�ce 44 a. Restore all fences enco�zntered and remo�ed during construciion of the Project �5 to the nriginal �r a better than ariginal conditian. CITY OF FQRT WORTH 2423 CONCKETE RES'1'ORATION CpNTRACT 3 STANbARi7 CONSTRUC'I`ION SP�CICICAT[ON DOCUIvIENTS Revised December 2Q, 2012 CITY PROJECT 3�1(�. 104182 1 2 3 4 5 6 7 S 01 I1 OD-3 SUM�vfARY aF WORiC Page 3 of 3 b. Erect temporary fencing in place of the fea�cing removed whene�er tha Work is not in progress ai�d when the site is vacated overnight, andlor at all times ta provide site security. a The cost ior alI fence work wifhin easements, including removal, temporary clos�ires and replacennent, shalI be subsidiary to the various iterns bid in the project pro�osal, un�ess a bid item is specifically provided in the praposal. 1.5 SUBMITTAL5 [NOT iTSED] 1.6 ACTION SUBNIITTALSfINFORMATIONAL SUSMITTALS [NOT USED] 9 1.7 CLOSEOUT SUIiNIITTALS [NOT USED] l0 1.8 MAINTENANCE MATERIAi, SUSMITTALS [NOT USED] 11 19 QIIAL�TY ASSiTRANCE [N�T U,SED] 12 1.IU DELIVERY, STORAGE, AND HANDLING [NOT LTSED] i 3 1.11 FI�LD (STI'E] CONDITiONS [NOT USED] 14 1.1� WARRANTY [N�T LTSED] 15 PART 2- PRODUCT� [NOT USED] l6 PART 3- EXECUTION [NOT USED] 17 18 DATE NAME 19 END OF S�CTION Revisian Log SUMMARY OF CHANGE CITY OF FOR1' Wd12TH 2O23 CONCRETE R�STORATION CONTRACT 3 STANDEII�D COI�STRUCTION SPECIFICATIOIV DOCUMENTS Revised December 20, 2012 CITY PItQ]�CT N0. 104182 oizsoo-i SUBSTrTUTIDN PROCEDURES Page 1 of 5 1 Z 3 PART 1- GENERA,L 4 1.1 SiJ1VIlYIARY 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 1,2 SECTION Ol �5 UO SUBSTITUTION PR�CBDURES A. Seation Includes: I. The procedure for requesting the approval of substiiution of a prociuct that is �aot equivalent to a product which is specifiad by descriptive or perfarmance cri#eria or defined by refere�ice ta 1 or more of the foIlowing: a. Name of manufacturer b. Name of vendor c. Trade naine d. Catalog number 2. Substitutians are not "oi•-equals". B. Deviations from this City af Fort Warth Standard Specificatioaa 1. IVone. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirernents, Contract Forms and Conditions oFthe Contract 2. Division 1— General Reyuirements PRICE AND PAYMENT PROCEDiJRES 20 A. Measurament and Payznent 2] 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separa�e payment will be allawed for this Item. 23 �.3 REFEi2CNCE5 [NOT IISED] 2� 1.4 ADMINISTRATNE REQi7TREMENTS 25 26 27 28 29 30 31 32 33 3� 35 36 37 A. Request for Subsi�tution - General 1, Within 30 days after award of Contract {unless noted otherwise}, the City r�vill consider formal requests frorn Contractor for substitution of products in place of thosc specified. 2. Certain types of equipinent and kinds of material are described in Speci�'ications by means of references to names of manufacturers and vendvrs, trade names, or catalog numbers. a. When this method af specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, tracle names, or catalog numbers, provided said products are "or-equals," as determined by Cit}r. 3. Other types of equipznent and kinds af inateria� may be acceptable sul�stitutions under t�e follawing conditions: GITY OF FORT W�KTH 57't�l�[llARD CQNSTRUCTION SPECIFICATIO%I DOCUMENTS Revised Juty 1, 2D11 2023 CDNCR�TC RL�STORATION CONTRACT 3 Cl'TY PROJECT NO. 104I82 ol2sao-� SUBSTITUTIOTI P120C�I7iJ12�S Page 2 of 5 1 a. Or-equals are unavailable due to strilce, discontinued production of products 2 meeting specified requi�•e�nents, or a�l�ar factors beyond control o� Contractor; 3 or, 4 b. Contra�tor proposes a cost and/or tirne reduction incentive to the City. 5 1.� SiTBMITTALS b A. See Request for Substitution Form (attached) 7 B. Procedure for Requesting Substitution 8 l, Substitution shall be considered only: 9 a. After award oi Contract l0 b. Uiider ihe conditions stiaied herein 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 42 43 2. Subrnit 3 copies of each written request for substitution, including: a. Documentation 1) Camplete data substantia�ing compliance of proposed substiiutiQn with Contract Documents 2) Data re�ating to changes in construction scnedule, when a reduction is proposed 3) Data relating to changes in cast b. For products 1} Product identiiica�ion a) Manufacturer's name b) Telephone number and representative contact name c) Specificatian Section or Drawing reference of ori�inally specified product, including discrete name or tag number assigned to original product in the Gon�ract Documents 2) Manufacturer's literature clearly marked to show compliance of propased product witI1 Contract Docuine�ts 3) Itemized comparison of original and praposad pradu�t addressing product characteristics incIuding, 6ut not necessarily limited to: a) Size b) Compvsitian or materials of construction c) Weight d) Electrieal or mechanical requirements 4} Produci experience a) Location of past projects utilizing product b) Name and telephane �umber of persons associated with referenced projeets knawledgeable cancerning proposed product c} Availa6le field data and reports associated with propased product 5} Samples a) Provide at request of City. b) Saznples becozz�.a the property of the City. c. For construction methods: 1} Detailad descri�tion of proposed method 2} Illustration drawings 44 C. Approval or Rejection 45 1. Written approval or rejeetion of substitution given by the City CITY OF FORT WORTH 2U23 CONCRET� R�STORATION CONTRACT 3 STANDARD CbNS'I`RiICT10N SPECIFICAT�ON DOCUMFNTS Revised July 1, 2011 CITY PR07ECT iJO. 104182 O1 25 00 - 3 SUI3STITUTION PROCEDURES Page 3 af 5 1 2 3 4 5 5 7 8 9 10 11 12 2. City reserves the right to r�quire proposed product ta comply with colar and pattern of speci�ed product if necessary ta secure design intent. 3. Iia the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the Gei�eral Conditians. 4. No additional contract tiine will be given for substitution. 5. Substitution will be rejected if a. Submittal is not through tlie Contractar with his stamp of appraval b. Request is not made in acco�-dance with this Specification Section c. In the City's opinion, acceptaz�ce will rrequire substantial revisian of the original design ci. In the City's opinion, substitution will not perfarm adequately tl�e fiinction consistent with the design inter�t 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBM�TTALS [NOT USED� 14 1."1 CL05EOUT SUSNIITTALS [NOT USED] 15 1.8 MAINTENANCE MATERI�L SUBNIITTALS [NOT USED] 16 1.9 QUALITY ASSITRANCE 17 18 I9 20 2l 2� 23 24 zs z6 27 A. In making r�qucst for substitution or ii� using an appro�ed product, the Contractor represents that the Contractor: 1. Has investigated praposed product, an�i has deterrmined that it is adequate or superior in aII respects ta that specifieci, and tiiat it will perform func�ian for which it is intended 2. Will provide same guarantee for substitUte item as for pracfuct specified 3. Will coordinata installatic�n of accepted suhstitution into Work, to include building modi�ications if necessary, making such changes as may be required forr Work to ba compl�te in aIl respecfs 4. Waives all claims far additional costs related to substitution which subsequendy al'I30 28 1.10 DELNERY, STORAGE., t�ND FIANDLING [NOT USED] 29 1.11 FYELD [SITE] CONDITI�NS [NOT USED] 30 1.12 WARR�NTY [NOT USED] 31 PART 2- PRODUCTS [NOT USED] 32 PART 3 - �XECVTION [NOT US�D] 33 34 END OF SECTI�N Revision Log CITY O�' FORT WORTH STANbARD CONSTRUCTION SPECIF�CATION DOC[IMEIVTS Revised duly 1, 201 ] 2023 CQNCRETE RCSTOIiATION CONTRACT 3 C1TY PRO.TECT NO. 104! 82 oi2soo-a SUB�TITUTION PROCEBURE3 Page 4 of 5 DATE NAIvIE SUMMARY OF CHANGE C17'Y O� FORT WORTH 2fl23 CONCRETE RESTDRATIOIY COAITRACT 3 STANDARD CONSTRUCTION SPCCIFICATiON DOCUMENTS Itevised luly 1, 2011 CITY PROJECT I�O. 1Q4i82 O1 23 00 - S SUBS'�ITUTIOi�€ PROCE�URES Page 5 oi 5 l 2 3 4 S 6 7 S 9 IO ll 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 2$ 29 3� 31 32 33 34 35 36 37 38 39 �0 4l 42 43 44 45 4S 47 48 49 �XHIBTT A REQUEST FOR �UBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following produci instead of the specified itarr► for the abave �roject: SECTION PARAGRAPH SPECIFIED ITEM Praposed Substitution: Reason f�r Substitution: Include complete information on changes to Drawings andlor Speci�catians which proposed substitution will require for its proper installation. Fili in Blanks B�low: A. Will the undersigned contrackor pay for changes to t4ie builc�ing design, including engineering and detailing cosfis caused by the requested substitution7 B. What ef%ct does substitution have dn other trades? C. Differences between proposed substitution and specif ed itern? D. Differences in product cost or product delivery time7 E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance an.d quality are equivalent or superior to the speci�ed itam. Submitted By: Far Use by City Signature as noted Firm Address Date Telephone Far Use by City: Approved Caty CITY OF I'ORT VWORTH STANDARD CONSTRllCTIO?�I SPECI['ICATION DOCUMENTS Re�ised 3u[y 1, 2011 ^, Recommended _ Recommended Not recommended Recei�ed late By Date Ramarks Date Rej ected 2D23 CONCRETE RESTORATION CDNTRACT 3 CI'CY PROJECT �ID. I 04I82 013I 19-1 PRECONSTRUCT[ON M�HT3NG Page 1 of 3 1 2 3 PA12T 1 - GENERAL 4 L1 Si1N�MARY SECTION 0131 19 PRECONSTRUCTION MEETING 5 A. Sectian Incl�des: 6 1. Pro�isions for the preconstruction meeting to 6e held priaz• to the staa�t of Work to 7 clarify canstruction contract administration procedures S B. Deviations firom this City af Fort Warth Standard Speeification 9 1. None. 10 11 12 13 l.� C. Related Specificatioi� Sactions incIude, but are not necessarily limited to: 1. Division a— Biddiilg Requirements, Contract Forms and Conditions of tha Contracf 2. Di�isio�� 1-- General Requirements PRICE AND PAYMENT PROCEDURES 14 A. Measure�nent and Payment I5 1. V'�ork assaciated with this Item is cansidered subsidiary to the various items bid. I6 No separate payment will be aIlowed for this Item. I7 1.3 REFERCNCES [NOT USED] I S 1.A� ADMINISTRATIVE REQUIREMENTS I9 A. Coordination 26 l. Attend preconstructi�n meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meeiings 22 shall be qualified and authorized to act on behalf of the entity each r�presents. 23 3. Meatin� administered by City may be tape recorded. 24 a. If recorded, tapes wijl be used to prepare minutes and reiained by City for 25 iuture reference. 25 B. Preconst�uctio�� Meeting 27 1. A preconstruation tneeting will ba l�eld �vi�liin 14 days after the exeoution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduIed and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing th� attandanc� form to be circulated at the beginning of the meeting. 33 3. Attendance shall i��clude: 34 a. Projsct Represen#ative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any suhcontractor or supplier representatives whom the Gantractor may desire 38 to invite or the City may request CITY OF FORT WpRTH STANDARD CONSTAUCTION SPGCII'ICATION DOCUMENTS Revised August 17, 2012 2Q23 CONCRETE RESTORATi�N CONTf2ACT 3 CITY PR07ECT Nfl. 104182 01 31 19 -2 PRECC}NSTRUCTIpN MEETING Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I5 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� 45 4. 5. e, Other City representati�es £ Others as appropriate Construction Sclxedule a. Prepai•e baseline canstruction schedule i� accordance wiih Section O1 32 16 and pravide at 1'reconstruction Meeting. b. City will notify Contractor of any sclledule changes upon Notice of Preconstruction Meatiiig. PreIiminary Agenda may include: a. Introduction of Praj ect Personnel b. General Description of Project e, Stafias of right-of-way, uiility cleaxances, easernents or oth�r per�nent permits d. Contraetor's work p3an and schedule e. Confract Time £ Notice to Proceed g. Constructio� S�akir�g h. Pro�ess Paynnents i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Leiter for Waste Material l. Insurance Renewals m. Payroll Certificatidn u. Material Certi�cations and Quality Control Testing o. Public 5afety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Treneh Safet� Plans t. Confined Space Entry Standards u. Coardination with tha City's representative for operations of existing water systems v. Stortn Water Pollution Prevention Plan w. Caordination with ather Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions appltcable to the project aa. Damages Claims bb. Submittal Proced�res cc. Substitution Procedures dd. Co�-respondence Routing ee. Recard Drawings ff, Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Accepta�ce ii. Final Payment jj. Questions or Comments CITY OF FORT WORTI-I STAN�ARD COI+tSTRUCT10N SPECIFfCATION DOCISMEIITS Revised August 17, 20I2 2Q23 CONCRETE ItESTORATION COAl1'RACT 3 C1TY PROJECT NO. 1 Q�} l82 Ol 31 19 - 3 PIt�COiJSTRUCTIqN ME6TIIVG Page 3 of 3 1 1.5 S�UBNil'i'TALS [NOT IISED] 2 1.6 ACTTON SUBMITTALS/INFORMATIONAL SUBMiTTALS �NOT USED] 3 1.7 CLOSEOUT SUI3NIITTAL� [NOT USED] 4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSiJRANCE [NOT U�ED] 6 1.10 DELIVERY, STOR.AG�, ANT? HANDLING [N�T USED] 7 111 FIELD jSTI'E] COND�TION� [NOT USEDj 8 1.1� WARRANTY [NOT U�ED] 9 PART � - PRODUCTS [NOT iTS�D� 10 PART 3- EXECUTION [NOT USED] 11 l2 DATE NAME 13 END OF SECTIQN Revision Lag SUl1+IMARY OF CHANGE CITY DF FiDRT WORTH 2O23 CONCRETE iZESTQRATIOI�f CON'ii2ACT 3 STANI3ARD CONSTRUCTION SP�CICICATION DOCLt[u�NTS Revised August 17, 2012 CITY PROJECT �10. 104182 D13120-1 PROJECT M�ET]NGS 1'age l of 3 z 2 s�cTrorr ai 3i �.a PRDJECT MEETINGS 3 PART1- GENERAL � 1.1 SiTMMARY 5 6 7 8 9 10 ll 12 13 A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work a��d to provide for systematic discussion of potential problems B. Deviations this Ciiy of Fort Worth Standard SpecificatiQn 1. Nana. C. Related Specification Sections include, but are nat necessarily limited to: 1. Division 0— Bidding Requirements, Contract Porms and Coiiditions of the Contract 2. Division 1— General Requirements l4 1.� PRICE AND PAYMENT PROCEDi7RES 15 A. Measureznent and Payrnent 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQIJIItEMENT� 26 21 22 23 24 ZS 2b 27 28 29 30 31 32 33 34 35 35 37 38 A. Coordination 1. Schedule, attend and administer as specified, perindic pragrass meetings, and specially caIled rneetings throughout progress af the Work. 2. Representatives o� Contractor, subcantractors and suppliers attending meetings shall b� qualified ar�d authorized to aet on behalf of the entity each repres�nts. 3. Meetings administered by City may be tape recorded. a. If recordec�, tapes will be used to prepare minutes az�d retained by City for future reference. 4. Meetings, in addition to those specified in this Seotion, may t�e held when r�questad by the City, Engineer or Contractor. B. Pre-Canstruction Neighborhood Meeting 1. After the execution of the Agreement, but b�fo�•e constructian is allowed to 6egin, attend 1 Public Meetzng with af#�ected residents ta: a. Presei�t projected schedule, including construction start date b. Answer any construction related questions 2. Meetin� Location a. Location of ineeting to be ctetermined by the City. 3. Attende�s a. Contractor CITY OF FORT WORTH STANDARD C�NSTRUCTIQN SYECII'ICATION DOCtIMENTS Revised ]uly 1, 2�11 2023 C�NCRETE RESTORAI'ION CONTRACT 3 CITY PROJECT N0. 104182 ai ai za -a PROI�C'f MLETINGS Page 2 of 3 1 2 b. Project Representative c. Otl�er City representativ�s 3 q, Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case wilI construction be allowed to begin until this ineeting is held. 7 C. Progress Meetings 8 I. Fat•mal projeet caotdination meetings will be held periodically. Meetings will be 9 scheduled and administexed by Prajact Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an. as- 11 naeded basis. �uch additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. InstaIlation of piping and equipment 14 a Coordination between other construction projects 15 d. Resolutian of construction issues 16 e. Equzprr�ent approval 17 3. The Project Representaiive will preside at progress meetings, prepare tha notes nf 18 tha meetiug and distribute cdpies of the same to all participants wha so request by 19 fizlly com.pleting tl�e attendaiace fot-m tn be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Cant�'actor's project manager 23 b. Contt'actor's superintendent 24 c. Any subcantractoc or supplier represea�tatives wk►om the Con�ractor rnay desire 25 to invite or the City may request 26 d. E�lginear's representatives 27 e. City's representatives 28 f. Others, as requ��ted by the Project Representative 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4$ 5. Preliminary Agenda may include: a. Review of Work pt-ogress since previous meeting b. Field observatiot�s, problems, conflicts c. Items whieh impede construction schedule d. Review of off-site fabricatian, deIivery schedules e. Review of construction interfacir�g and sequencing requirezxj.ents with other consfruction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Prograss, schedal�, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance ofquality standards l. Pending changes and substihrtions m. Review proposed changes for: 1} EfFect on construction schedule and on eompletion date 2) Effec� on other cantracts of the ProjecC n. Review Record D�cuments o. Review monthly pay request p. Review status af Requests for Information CITY OF FQRT WORTH STAI�lDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2023 CONCR�T� RESTORATION CONTRP,CT 3 CITY PR�JECT NO. 104182 Di3120-3 PROJECT MEETINGS Page 3 of 3 I 6. Meeting Schedu�e 2 a. �rogress meetings will be heid periodzcally as determined hy the Projecl- 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c} Contractor S 7. Meeting Location 9 a. The City will es#ablish a meeting location. 10 1} To the extent practicable, meetings will be held at the Site. I 1 1,5 SLTBNIITTALS [NOT IISED] l2 1..6 ACTION SUBNIITTALS/INFORMATZONAL 5UBMITTALS [NOT USED] 13 1.7 CLOSEOiTT SUBiVIITTALS �NOT USED] 14 1.8 MAINTENANCE MATERIAL STTBNIITTALS [NOT USED] 15 1.9 Q[TALITY ASSU1tANCE [NOT U�ED] 16 1.1Q DELIVERY, STORAGE, AND HANDLING [NOT US�D] 17 1.11 FIELD [SITE] CONDITIONS [NOT II�EDJ 18 1.1� WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT iTSED] 2� PART 3 � EXECUTION [NOT USED] 2l 22 I IDATE NAME � i 23 �ND OF SECTION Re�ision Log SUMMARY OF CHANGE CITY OP �'OR'F WORTH STANDARD CQNSTRUCTION SP�CIFICATION DOCUMENTS Revised July 1, 2011 20Z3 CONCRETE REST�RATION CQNTRA�T 3 CITYPRO.FECTNO. [D4182 0132I6-I CONSTRllCTION PROCiRESS SCHEDULE Page 1 of 10 � 3 PART 1- GENER AT= 4 1.1 STINIlI�IARY 5 A. Section Includes: b 7 8 9 10 11 SECTI�N 0132 16 CONSTRUCT�ON SCHEDULE 1. GeneraI requirements for the preparation, submittal, updating, status reporting and management of tl�e Construction Progi-ess Scheduie 2. Specific requirements are presented in th,e C�ty of Fort Woith Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. Nona. 12 C. Related Specificatian Sections include, but are noi necessarily limited to: 13 1. Division 0— Bidding Reyuirements, Cantract Forms and Conditions ofthe Contract 14 2. Division 1— General Requirements 15 16 17 18 19 20 21 22 23 2A 2S 2b 27 28 29 30 D. Purpose The City of Fort Woz�tl� (City) is committed to dalivering quality, cost-effective infrastri�cture to its citizens in a timely mauner, A key toal to achieve this purpase is a praperly structured schedule with accurate updates. This supports effective monitoring af pragress and is ir�put to critical decisio�s making by the project manager through.out the life ofthe project. Data from the updated project scl�edule is utilized in status reporting to various levels of the City arganizatzon azld the citizenry. This Document complements the City's �tandard Agreement to guide the consti�uction conh•actor {Contractor} in preparing axid submitting acceptable s�hedules for use by the Czty in project delivery. The expectation is tha parformance of tl�e �vork foIlows the accepted schedule and a.dhere to the cantractual tirneline. Th� Contractor will designate a quali�'ied re�resenCative {Project Scheduler) responsible for developing and updating the schedule and pre}�aring status reporting as required by the City. 31 1.2 PRICE AND PAYN�NT PROCEDURE5 32 33 34 35 36 A. Measuremeni and Payment 1. Work associatad with this Item is considered subsidiary to the variQus items hid. No separate payment wiIl be allowed for this Item. 2. Non-compliance with this specification is graunds for City to withhold payinent af the Cantractor's invoices until Con�ractor achievas said eompliance. 37 1.3 REFERENCES 38 A. �roject Schedules CiTY Oi PORT WORTH 2O23 CQNCRETE RESTORATION CONTRACT 3 STANDARD CQNSTRUCTION SPHCIFiCAT[ON T�OCUMENTS City Praject t�lo. 104182 Revised August 13, 2021 Oi 32 L6 - 2 CO3VSTRUCTION PROGRESS SCIIEDULC Page 2 of 10 l Each projec# is i°epresented by City's master project schedule that encompasses the 2 entire scope ai activities en�isioned by ihe City to properly deli�er the work. Wlien the 3 City con�racts with a Coy�tractor to perform construction of the Wark, the Coiitractor 4 will develop and maintain a schedu�e for their scope af work in alignrnent with the 5 City's standard schedule requireinents as def ned herein. Th� data and information of � each such schedule will be I�veraged and become integral in the �x�:aster project 7 schedule as dee�ned appropriate by the City's Project Cont�•ol Speci�list and approved 8 by the City's Project Manager. 10 11 12 13 14 i5 16 r� 18 14 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Master Project Schedule The master projeet schedule is a halistic representation bf ihe scheduled acti�vifies and milestones far tha total project and be Critical Path Method (CPM) based, The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule far each project. When the City contracts �or the design and/or consiruction of tha project, the master project schedule will incorpa�•ate elements af the Design and Construction sched�les as deemed appropriate by the City's Project Control Specialist. The assigned City Praject Control Specialist creates and maintains the master project schedule in P6 (City's scheduIing software). 2. Construntion Schedule The Contractor is responsible far develaping and maintaining a schedule for the scope of the Contractor's contractual requirements: The Cnntractor will isstte au initial scheduie %r review and acceptaaace by the City's Project Canteol Specialist and the City's Pro�ect Manager as a baseline schedule for Contractor's scope of work. Contractar will issue current, accurate updates of their schcduie {Progress Schec�ule) to the City at ttae end of each m.onth tha•aughout the life of their work. B. Schcdule Tiers The City has a porl%�io of projects that vary widely in size, complexity and content requiring different scheduling to efFeetively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each projeet. The City's Project Mar�ager determines the appropriate schedule tier for each project, and includes �hat designation and the assoeiated requirements in the Contractor's scope af wark. The following is a summary of t�e "tiers". 36 1. Tier 1: Small Size and Short Duration �roject (design nat required) 37 The City develaps and maintains a Master Pro�ect Sched�le for the project. No 38 schedvle submittal is required from Cantractor. City's Prajact Control Specialist 39 acquires any necessary schedule status data or information through discussions witlz 40 the respective par(y on an as-needed hasis. 4I 42 43 44 45 46 47 �8 49 2. Tier 2: Small Size and Short to Medium Duratian Project The City develops and maintains a Master Project Schedule for �he project. The Contractor identifies "start" and "iinish" milastone dates on key elements of their work as agreed wit11 the City�'s Praject Manager at the kickoff of their wark effort. Tl�e ContraeYor issues to tl�e City, updates to the "start" and "fmish" dates for such milestones at the end of each month thraughout the life of their work on the project. 3. Tier 3: Medium and Large Size andlor Co�plex Prajects Regardless of Duration CiTY OF FORT WORTI-I 202� COI�CR�T� l�S'TORATION CONTRACT 3 STANpARD CONSTRUCTION SP�CTFICATION DOCUNIENTS City Praject No. 104182 Revised Au$ust 13, 2U21 OI321G-3 COI�ISTRiICTION PROGRE9S SCH�DULG Page 3 vf 10 1 The City develops and maintains a Master Praject Schedule for the pro�ect. The 2 Contractar develops a Baseline Schedule and maintains the scheduls oFtheir 3 respective scope of work on the projact at a level of detail (generally Leve13) and in 4 alignment witl� the VVBS strueiure in Section l.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective scheduIe 6 (Prag.rass Schedule) at the end of each month tlu�oughnut the li% oi their work on the 7 project. 9 �o Il I2 I3 I4 I5 C. Schedule Types Project delivery for the Cit}� utilizes two types of schedules as noted below. The City develops and maintains a Master Proj�ct Schedule as a"baseline" schedule and issue monthly updates to the City Praject Manager (end of each month} as a"progress" scliedule, The Contractar prepares afid submits eacla scheduIe type to fuifill their conlractnal requirements. I. Baseli�ie Sehedule I6 The Contractor develops and submits to the City, an initial schedule for their scope I7 �f work in alignrr�ent with this speci�cation. Once r�vievved and accept�d by the I8 City, it becomes the "Baseline" schedule and is the b�sis against uvhich a11 progress I9 is measured. The baseline scheduIe will be updated when there is a change ar 20 addition to the scope of work iFnpacting the duration af the work, and onIy aftea• 21 receipt of a duly authbrized change order issued by the City. In the event progress is 22 significantly 6el�ind schedule, the Ciiy's Projeci Manager may authorize an update �3 to the baseline schedule to faciIitate a�nore practical evaluation of pragress. An 24 example of a Baseline Sc11edL�le is p�•ovided in Specificatian O1 32 16.1 25 Consttuction Project Schedule Baseline Example. 26 2'7 2. Progress Sehedule 28 Tl�e Contractor updates their schedule at the and of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 it1 the work. The updated schedule must accurate3y reflect fhe current statu�s ofthe 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Praject Co�tral Specialist reviews and accepts each progress 33 sehec3ule. In the event a progress scheduIe is deemed not �cceptable, the 34 ui�acceptable issues are identi�ed by tl�e City within 5 working days and the 35 Contractor must pro�ide an acceptable progress schedule rvithin S�orking days 36 after receipt af non-acceptance notiiication. An example of a Progress Schedule is 37 provided in �pecifcatian Ol 32 15.2 Construction Project Schedule Progr�ss 38 Example. 39 D. City Standard Schedule requirements 40 The following is an ovarview of ilie methodology for developing a�d maintair�ing a A 1 schedule for delivery of a project. CITY DF FORT WORTH 2O23 CqNCRETE RFSTORATIDN C�NTRACT 3 STANI7.ARD CQNSTRUCTION SPECIFICATION DOCUMENTS City Froject No. 104182 Revised August 13, 2021 013216-4 CONSTRUCTION PROCfRESS SCH��ULE P�ge 4 of 10 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 1� 17 18 19 Za 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. Schedule Framework - The sohedule will be hased on i;he deiined scope of work and follow the (Gritical Path Methodology) CPM method. The Contractor's schedule will align with the rec�uirements of this specificatian and will be cost lor�r�ed to reflect their plan for executio�. Comgliance with cost loading can lae provided r�vith traditional cost loading of line xte�ns OR a projected cost per inanth for the project w�en the initial schedule is submitted, upda#ed on a quarterly basis is signi�icant c�ange is antieipated. OveraIl schedule dura#inn vvill aligi� r7viih the contractual requiremants for the respecti�e scope of work a.rid ba reflected in City's Master Project ScheduIe. The Project I�iumber and Name of the Project is required on each schedule and must match i�ie City's project data. E. Schedule File Natne All �chedules subnnitted to the City �'or a proj�et will have a file name that begins with the City's project numher followed by the name of tlxe project followed by baseline (if a baseline schedule) or the year ar�t� manth (if a progress schedule}, as shawn below. o Baseline �chedule File Name Format: City Project Number Praject Nam� Basaline Exampl�: 101376 North Montgamery Street HMAC Baseline � Progress Schedule �'ile Name Format: City ProjectNum.ber �roject Name YYYY-MM E�ample: 1Q1376 North Mo»tgomery Street IIMAC 2018 01 � Yroject Schedule Progress Nar�•ative File Name Fornaat: City Project Number Project Name PN �'YYY-MM Example: ] 01376 North Monigornery Street HMAC PN 2018_Ol F. Schedule Te�nplates The Contractor will utilize the relevant sec#ions from the City's templates �rovided in the City's document management system as the basis For creating their respective projeet schadule. Spaci�caIly, the Contractor's schedule will align with the layout af the Constiruction section. The templates are identified by type of project as noteci helaw, • Arterials • Aviation • Neighborhood Streets � Sidewalks (later) � Quiet Zones (later) � Street Lights (later) • Intersection Improvaznents (later) � Farlcs � Storm water • Street Maintenance � Traffic � Water 48 G. Schedule Calendar CITY OF I'QRT WOATH 2U23 CQNCRETE RESTORATION CaNTRACT 3 STANbARD GONSTRUC'T'ION SPECIFICATiON DOCUMENTS Ciry Project No. 104I S� Revised August l3, 2421 013216-5 CONSTRIJCTION PROGRESS SCHE]7ULE Page 5 n� l0 1 The City's standard caIendar for schedule developr�aent purposes is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Yeass, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day aft�r Tlyanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part oftl�e scl�edule 5 de�velopment process and provide to the Projeci Control Specialist as part of the basis 6 for their schedule. Variations betr�veen the Gity's calez�dar and the Contractor's 7 calendar rnust be resolved prior to the City's acceptance Qftheir Baseline praject 8 schedule. 10 H. WBS & Milestone Standards %r Schedule Develapment 11 The scope ofwork to ba accomplas�ed by the Contractar is represented in the sched�le I2 in the form oi a Work Breakdown Structure (WB5). The WBS is the basis for the 13 devalopment ofthe schedule activities and shall be imbedded aild depicted in the 1� sGhedule. 1S 16 17 18 19 2Q 21 22 23 24 25 2b 27 28 29 30 3l 32 33 34 3S 36 37 The fallawing is a summary of the standards to be followed in preparing and inaintaining a schedule for project deIivery. Contractor is r�quired to utilize the City's WBS structure and respectiv� project type tamplate �or "Cnnstruction" as shown in Section 1.4.H below. Additional activities may �e added to Levels ]- 4 to accammodate the needs of the or�anization executing the work. Specif cally the Contractor will add activitzes under WBS 7�XXX��.80.53 "Canstruction Execution" that delineates the aetivities associated with the various companents of the work. 2. Contractor is reyuired to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractar will include additional miles�ones representing intermediate deli�erables as requirred to accurately reflect their scope of work. I. 5chedule Activities Aciivities ai e tl�e discrete elements vf work that make up the schedule. They will be organized under the umbrella of the WBS. Activity dascriptions should adequa�ely describe the activity, and in some cases the extent of the activity. All activities are logica.11y tied with a predEcessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. 38 T�e activiiy duration is based on the physical amount ofwork to be per%rmed for tlie 39 stated activity, with a maximum duration of 20 worlting days OR a continuaus activity 4p in one iocation. If tlze vvork far any one activiiy exceeds 20 days, break that activity 41 down incrementaIly to achieve this duxation constraint. Any exceptian to this requir�s 42 review and acceptance by tihe City's Proj�ct Control �pecialist. 43 4� 7. Change Orders 45 Wh�n a Chang� Order is issued by the City, the impact is incor�aorated into tl�e 46 previously acceptad baseline schedUle as an update, to clearly show impact tn the 47 project timeline. The Contractor submits �l�is updated baseline schedule to the City for CI7'Y O�' fQItT WORT�I 2023 COIVCRE'f� RESTORATIOI� CONTRACT 3 STANDARD COMSTRUCTION SPECIFICATION DOCUivIENTS City Project No. 104182 Revised August l3, 2021 013216-& CDNSTRUCTtQN PROGRESS SCHEDULE Page fi nf 1 U 1 z 3 4 S 6 7 8 9 �a lI 12 13 14 15 16 i7 18 19 20 21 22 23 2� 25 26 27 28 29 30 31 32 33 34 35 36 37 3& 39 40 41 42 43 44 45 46 47 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere ta th� follovviiag: 1. Tim� extension� associated wifh approvad contract modifications are lunited to the actual amount of time the project activities are antici�ated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baseli�zed schec�ule is submitted by the Contractar within ten workdays after �he date of receipt of the approved Change Order. 3. The cha�ages in logie ar durations approved by the City are used to analyze the impact of the change and is included in ths Change Order. The coding for a new activity(s} added to the schedule for the Change Order includes ilia Change Order nurnber in the Activity 1D. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the C ity. K. City's Work Breakdown Siruct�re WBS Code WB� Name X_X_XXXX �roject Name �i:XXXXX,3� Design ��XXXXX.30.10 Design Contractor Agreement xxxxxx.3o.zo eo�►�e�� Des�� {3o�ia� ��XXXXX.3030 Prelimina.ry Design (6�%} XXXXXX.30.40 Final Design XXXXX��.30.50 En�irontnental XXXXXX.3fl.60 Permits XXXXX�C.30.60.1D Permits - Identification XXXXXX30.60.20 Permits - Review/Approv� 7�;�:XXXX.40 ROW & Easements XXXXXX.40.1 Q ROW Negatiations XXX�XX.�0.20 Condemnation �:XXXXX.iO Utiliiy Relocation XXXX��X.70.10 Utility Relocation Co-ordination I�XXXXX,$p Canstrucfion xxx�x.sa.si Bid and Award XXX�XX.$0.83 Canstruction Execution XXX��XX. 84.85 Inspection XXXXX�.8Q.$6 Landscaping XXXXXX,90 Closeoat XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. Ctty's Standard Milestones The following miles#one activities (i.e., importaut Events on a project that mark critical points in time) are af particular interest tv t11e City and must be reflected in the project schedule for all phases of work. C11'Y OF �q127' WORTH 2O23 CONCRETC RCSTORATION CONTRACT 3 STANDARD CONSTRUCTIOAI5PEC1�'1CATION DOCilMENTS City Project No. 1 p4182 Revised August 13, 2021 oi32�6-� CONSTRUCTION PROGRESS SCH�I7[1L� Page 7 of ] 0 1 Activity ID Activitv Name 2 Design 3 302� Award Desigu Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit ConceptuaI Plans to Utilities, ROW, Traffic, Parks, ,Storm Water, 7 Water & Sewer 8 3150 Feer Review Meeting/Design Review meet'v�g {technical) 9 31&Q Conduct Design Public Meeting #1 (required) 10 317Q Conceptual Design Complete 11 322Q Submit Preliminary Flaxls and Specifcations to i7tilities, ROW, Traffic, 12 Farks, Storm Water, Water & 5ew�r 13 325U Conduct Design Public Meeting #2 {required) 14 326� Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 333U Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4�00 Right oi Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7QOD Utilities Start 24 7120 Utilities CIeared/Complet� 25 Construcfion 26 Bid and Award 27 $110 Start Advertisez�:zent 28 $1SQ Conduct Bid O}�ening 29 $24Q Award Consiruc#ion Contz•act 30 Construction Execntion 31 8330 Conduct Co�struction Public Meeting #4 Pre-Constl•uctiot� 32 835D Construction 5tart 33 8370 Substantial Completion 34 8540 Construction Coinpletion 35 9130 No#ine of Cample�ion/Grreen Sheet 36 915D Construction Cantract Glased 37 942Q besign Contract Closed 38 39 1.4 40 41 �42 43 44 45 46 SiTSMITTALS A. Schedule Submitfial & Review The City's Praject Manager is responsible for reviews and acceptance of tha Can�ractor's schedule. The City's Project Control 5pecialist is responsible for ensuring align�nent of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reuiews and accepts or rejects the schedute witlzin ten workdays of Contractor's submittal. CITY OF FOR'1' WOR'PH 2O23 CONCRET� RE5TORATION CONTRACT 3 STANDARD CdNSTI�t7CTI0A15PECIFICATIOI�I DOCUMENTS City Yroject No. 104182 Revised August 13, 2021 oiszi�-a CONSTRUCT[ON PROGRESS SCHEDULE P�ge S oF 10 1 l. Schedule Formaf 2 The Contractor will su6rnit each scheduI� in two ejectz•anic forms, one in aative izle 3 format (.xer, .xml, .r�t�x) and the second in a prlf £ormat, in the Ci#y's document 4 manageinent system in the location dedicated for this purpose and identified by th� 5 Project Manager. In the event the Coniractor does not use Primavera Pb or M� b Praject for scheduling purpases, the scheciule iaformation must be submitted in .xls or 7 .xlsx format in compliance with the sample layout {See Specit�aation O1 32 16.1 8 Construc�inn Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. lo 11 2. Initial & Baseline SchedUje 12 The Contractor will develop their schedule for their s�ope of work and submit their i 3 initiat schedule in electt`onic form {in the file formats noted above), in the City's 14 document management system in the laoation dedicated for this purpose rrt least S 15 working days p�ior to Pre Con.�truction Meeting. 16 17 18 19 20 21 22 The City's Project Ma�ager and Project Conta•o1 Specialist review this initial scMedule to determin� alignment with ihe City's Master Project Schedule, incluci.ing format & WBS structure. Fallowing the City's review, %edback is provided to the Contractor for their use in t�inalizing their ini�ial schedule and issuing (witlain�ve workdays) their BaseIina ScheduIe for �ina1 re�iew and acceptance by the City. 23 3. Progress Schedule 24 The Cantractor will update and issue fiheir project schedule (Progress Schedule) hy tlae 25 Ir�st dny of eaeh mo�rth thrflughout the life of their vvork on the project. The Progress 26 Schedule is submitted in electronic form as nated above, in the Czty's document 27 znanagement system in the location dedicated for this purpose. 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 44 4S 46 �F7 48 49 The City's Project Control team revievvs eacll �rogress Schedule far data and infoz7mation that support tke assessment of the update to the schedule. In the eveni ciata or infarmation is missing or incomplete, the Project Controls Specialist communicates dir�etly with f.he Contractor's scheduler far providing sa�ne. The Cantractor re-submits the corrected Pragress Schedule within 5 workdays, %llowing the submittal process noted above. The City's Project Manager aud Project Control Spenialist re�iew the Cantractor°s progress schedule for acceptance and to monitor p�rformance and p��agress. Tlie following list of items are required to ensure proper status inforznation is contained in the Pragrass S�chedule. � Baseline Start date � Baseline Finish Date � %. Complete � Float o Activity Logic (dependencies) o Critical Path � Aciivities added or deleted � Expected BaseIine Finish date � Variance to the Baseline Finish Date CITY OF FORT W�RTH 2d23 CONCRETE RESTORATION CONTI2ACT 3 STANDARD GONSTRUCTION SPECIFiCAT10N DQCEIMENTS City Project No. 104182 Revised AugusE 13, 202I 01321G-9 CqNSTRUCTIO�] PROGRES3 SChIEDEJLE Page 9 of ] 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B. MonthIy Construction Status Report Tl�e Contracior subrnits a written status report (referred to as a progress narrative) at the monthly progress meeting (if monthly meetings are held) or at the �nd of each monih to accoinpany the Progress Scliedule submiital, using the standard farmat provided in Speciiication O1 32 16.3 Construction Project Scl�edule Progress Narrative. The content of the Constr�iction Project Schedule Progress Narrative shoulci be concise and coinplete to include only chang�s, delays, and anticipated problems. C. Submittal Process A Schedulas and Monthly Construction Status Reports are submitted in in the Ciry's document management syste�n in the lacation dedicated for this purpose. • Once the project has been completed and Final Accepta�ice has been issued by tlie Ci#�r, no further progress schedules or construction status reports are required from the Contractar. l. 16 1.5 ACTION SUSNIITTALS/INFQRMATIONAL SUBM�TTALS [NOT USED] 17 1.6 CLOSEOUT SUBNIITTALS [NQT USED] 18 1.7 MAIl�TTENANCE MATERiAL SUBMITTALS [NOT USED] 19 1.8 QUALITY A$�iTRANC� 20 21 22 23 2�4 25 A. The person preparing and revisiilg the construction Pr�gress ScheduIe shaIl be experi�nced in the preparation of schedules of simi�ar complexity. B. Schedule and supporting documents addressed in this Specification sha(1 he prepared, updated a��d revised to accurately reflect the performance of tl�e const�•uction. C. Contractor is responsible for the quality af all submittals in this section ineeting the standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAG�, AND HAIVDLING [NOT USED] 27 1.10 FIELD [SITE] CONDYTYONS [NOT USED] 28 1.11 WARl.tANTY [NOT USED] 24 1.12 ATTACHMENTS 30 Spec O1 32 16.1 Construction Project Schec3ule Baselirte Example 3I Spec Q1 32 16.2 Canstructian Project Schedule Progress Example 32 Spec O1 32 16.3 Construction Project Scl�edule Progress Narrative 33 CITY OF FORT WQR`TI-I 2023 CONCR�T� RESTORATION CONTRACT 3 STANDARD CONSTRUCTION SPECIFICATION DOCiJM�NTS Gity Praject Na. 104182 Revised Augnst 13, 2021 013216-FO CONSTRUCTIOI�i PROGRG3S SCIiEDULC Page 10 of 10 2 PART 2- PRODUCTS [NOT iTSEDI 3 PART 3� EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification req�irements and etiminate dupIicate schedule specifications. CITY OF FORT WORTH 2O23 CONCRHTE RESTORATIpN CaNTRACT 3 'STATIDARD CQNSTRUCTIOi�i SPECIFICATIOM DOCL]MENT3 City Project 3�10. 104182 Revised August 13, 2D21 O1 32 1G.1 CQNSTI2UCTIDAI FTtOGI2L55 SCII�DULE — BASELINE EXAMPLE Page I af 5 1 2 SECTION 013� 16.i CONSTRUCTTON SCHEDULE -- BASELINE EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The following is an e�ample of a Contractor's project schedule tha� illustrates tl�e data and expectation for schedule con.tent depiating the baselzne for the prvjact. This version of the schedule is referred to as a"baseline" schedule. This example is intended to provide guidance for the Contractor v,+nen deueloping and submitting a baseline schedule. See CPW Specificatian Ol 32 16 Construction Scheduie for details and requirements regarding the Contractor's project schedule. 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J1 OJF � i � _ ._...�._._.L — �,� � ' — - �lt: � . ��L' . �' 3_ ._._. i a—. . . . . . . �"�-�]�� -��igLbm��ao� �t�e�t� C��.s�c��a� ��se�.r� Sc�aes�� g�� '��►T�T��I�T� 0 � .� �s � n � 0 z � a� 0 c� � � � � � � ❑ c �i i m 9 � m � z � b Q � � w ,p N �, r � � m �- fll 32 16.1 CONSTRtICTION PR0C3RES5 SCH�DULE — BASBLIN6 EXAMPLE Yage 5 of 5 1 END OF SECTION 2 4 5 DATE NAME 7uly 20, 2018 May 7, 2fl21 M. 7arrell Initial Issue Rev�sion Lag SIIMMARY OF CHANGE M Owen Revised name due to revising the sched�le speciiication C£1'Y OF FORT WORTH 2O23 CONCRBTE RESTORATION COIVTRACT 3 STAI�fDA32D CONSTRUCPION 3P�CIPICATION DOCUMENTS CiryProjeCtNo. 1Q4182 Revised August 13, 2021 Dl 32 16.2 COt�lSTRUCTION PI20GR�SS SCHEI7ULE— PRQGR�SS �XAIVIPL� Page 1 af 4 i 2 SECTION Ol 32 16.2 CONSTRUCTION SCHEDLTLE—PROGRESS EXAMPLE 3 PART1- GENERAL 9 Tf�e following is an exar�aple of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress fot• the project. This version of the 6 schedule is rc;ferred to as a"progress" sch�dul�. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress sc�edule. See 8 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 9 the Contractor's projact schedule. 10 11 I2 13 1� l5 16 17 18 19 ZO 21 22 23 24 25 26 27 CITY OF FORT WORTH 2O23 CONCRETE RESTORATbON C4NTRACT 3 STr1NDARD CON3TRUCIIOI� SPECIFICATION DOCUMENTS City Project No. l0�FI82 Ravised A;�gust I3, 2021 ol 3z �6.z CON5TRUCTI�N PROGRLSS SCHCbULE-PROGRCSS LXAMPLE Page 2 af 4 .�� N �� € �� a j � � • � � � ' � � � � ■meq V� � � 9i � � � � � � � � 4 • 1 � ? � � � � � � � � � � a � ti� � �� .._._.i-•--..._.. �.._..... .._.. .--••-•--• --.._.._..�-._..--•. . .._... . ._ --• -•--••--•�^ •- -. . � I- -•�- -�----------�,._----�._..__ i --------�-�----••- --�-- --•-- ----------' -•-•• --- -- �--- � ..---- ; ---------! ----! � -----._..I I _..._.._.. ._..�-- -------I rx :::�:1= �::::::1----------�-------- ---:_--,:�::—� . ....:::.. . ::. � --:-::::�::::::_:: ....._,.. � • -- •Y�- -•T•_ _ i �-•-••-•••-•�-•- ---1_.-------•j---••-----1--------1--------�----------i--------1----------1---------�---------�--------�--- � � � �._.._.._. � .�.:=_:=:__ :�---_.._..1.. 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W d�a a n, iu -� (/7 (L .a � � � ��T r s {�: t� �i, i'� i' :i `��i: c; "i ; � � �i ii i .� ' n °� � t i � �� h� �,� � �' �L 4 IJ L� L� y� ��r�. ��'�a��'�.�� { �� If :,i T,� :°'�rY. N,�n �'. �J"n �.' ii r: '.'� n :� ii. I ai YI �Iri�i. ��1h�i�� i 'N- iii ` Y �9 �� d W ii :] n ^Y °�! � � ^ � ry [3 � � �' �" *� r".�� .�� TM +� ''I �j'� �� r: � R , � � � �� }'�j �� t�R �:��.��x'��.k� �� : . �� G�� o�� .��;� � ;t��,�.� � � � � � � �:. � ;� �, � il �, � �� {ii �I� ri � ii� N� A i'I�� IA #�. rlllhl o is Ir.� I {� a 7� � o�;^-!e9 iri � iii ii� �.rY:4 4� M��"'lul �M �it ]Q �Ib N � � t n � ;� 4 K� i � � �r y � ♦ � � I , � � � � � � � t � � , 'g ;, , �q � � yI � . L7 Y 4 n a r IL i4 U a. � y¢� fF iG -0 `n � Ik 11fII L � � �I � m�n � � I.� �'! ;` iA. � �i `�` � � � y`', � + � � �' � c f_' '� � i� �t %i L � {'F � i�'-'' � ' r . � � � i� 4� � ES � � r. � � � �.+,�'�.,, �'�l�":1.5'�„*,s:�'.:tF�s:�� 3R�i�;�;o�'+�.+ .� �� , �.� � R�S 4 � I�, � � �^ �;rr�rrl��j n � �n ... �i Fi ��I�i � � �.� �• CPI'Y OF FORT WORTH STANDARb CpNSTRUGTION SYEC1FlCATCQN bOCllMENTS Revised Augiist 13, 2021 � � � I � � � � � � �� J:7 V I 2023 CONCRETE RESTQRATIOAI CONTRACT 3 City Prpject No, 104182 Ol 32 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRCSS EXAMPLE Page 3 of 4 l 2 =a � q, I -•.-- .-••-_—•� �y N 11 W "" """'— c � � N �-- •-••-•- � .� � - �� •_- •_•-•-- C] F �"..._� . . � � ----��----•—�� J I l, � � H s i N r: .� .v �l H F! ,V `rr �v av iV�N.6i. ;; :ule� N w N �� ' ca I � L i_ W 1 W Q 0�.� I ttr �t eS KY .O 6 ta r-'c� Ib w �Y l0 PJ 1P ' � s} �� t q }+� ,�t • r�' fn 8 t R K � Ir 'rli �li , � ��Ijj �:3N�xrF � ' �' ��i�"��i� F:S:{a�]f�<« ,� ��S �� ^g�� S� u71 u r � � a n7 � 6 k ��n �i e ,i C`� , i �.:+7 _ � � �� fi �� :i �-� � �� r� '��.y :F :S . �� x' � �5 ti� yii}i �i. �4 � .� ��_ _. � ni �i IR �l ��4 Ui Ui t} � �� ri y(�}�,:�1 �J1� r1 �]yF��'�1 I{Y F�+yI r F+ i� FLI�Ii'��i. �4 ' � }( � A� Y Y h� i! �1. �lit � � j4 � .� � x Y i .,-I.Y ?`t i r'4 1�� a N� L� Yg tV AV i�ii'- a i:i i ip T� ;" � � � � � � �� 6.0 � �'� � '�1 :' �� . �"" � `� : � •� ;� �� ;f.yit; ��I��.�� ryry lY . � Ai j�} '�{ � t� �5.r� & '� /� �� q� {� � {'} _. 15 15 +� } �� i ��} �; i� � � � +} 1' �li i�i • r�. �. � :� ni is �r �: .i . . � ' : � r� .. � .�, � � �s r� � � ' .i .. }� �i. ��- oo � - w ��. �.. ,�� r ° ;] �� es ��;r o �y o o c�. a. ^��' r-µ u�s {�' r. i , , y�� ff {�g d J S � j� �q ry L I:a '3p � �.�� ; ��s�'f ��[ � ��ry � � J a:r ��:b � d' �` :�e i�i � i:'{. Ci �: �I i: Ji - 7� � �' � d ar �h �' V' f.x ,i� 1' �� ar Y f f,t• J' a f] 0�C} O ] i'� F} 4F O O I:F R O O � Ll O � I0 i !K ' .YF �a li. � � V �7 � � li� �:� -•.'f � �� If '� r� tJ �FY�i�V.r .1 � � .� � � �. � � � ;� T �� F � �.� ut o7 id SCi ,""- r� 7l � �e+ �,t M'�] s! i�� .� �' `.j .�S" �i � r I � � � .� � .� � � � � I �� fq� aw � � � `�f �� .��j ' � i+iI ng � }� 8 ; '; �� 43! 4� �M1 � � `y � � u ��ti �.w� h�f} I L I+ � K • �y Sl Li fl !� �� y � , p ^ � � �� *�ta� ��PyJ�+�)� 'N� +-"� � �/� �1��'��'� �rJ� I'Y �F 4 I+� M Fr ��'1 A� 1 � i; .3 n.. n5 �;.�1 .S CITY �F F012T WORTH STANDARD CpNSTRUCTION SPECIFICATION DOCiIM�NTS Revised August 13, 2D21 � � r L4 11 .1 N�N N n ii1 f3 U�ii: _ I T Gi 9� m �T�a � � � �I� � - ��'u �1. m ili Q��F � �� 0 0 �. .�� . ,� � `� } �o � fi� X. �4r � � � � �i i� � :i LY Tli S9�f4 ;1 NjM IYIN Iy � P CY II� y� !Y b 41 r Ya k� �M �I sl�a I � � � r,� m .i� " �S- ��'s � {y� �� *#�� I r [ �,' � �r �r I Y � :.I I1 �� 5{ '1 /i ��I YI a�� Ui at � 4�� P :� a :is "�y� � � � d � � � �li � ri � m5.e m �I ,�� a„ �� , ,. +8iiy�l ��J15 s}ry.d,+{I�ayli & �r � ¢ s � !} ki } �L O 1� f� � {3 'l Q • ":.' :�' t: . Gi :5 � t" C p� a•�� - �i ti, �, .n W �- m �. :y h u L O g i] Q`'' {� � q r. a ra r s; 4 �i � �� _ � �;�� _ �� ,_ ' �" 1� b��Y �� C " f f f Y' J�/ O � i.] I] O O O 0'8 O . I }� �T � .. n .'�i 'r� YF Li i� � �.� .� IIY • � ,"�'- i'i ' 'o � � 7n �n � �! � u ., Ic,. r ,' I � � 5 � kgY �'� P° {� µ � ��J r}�,� � t' f:'L V�� 8'd 7� ��i�� ' �� 1 n F �''y ly � � SF � � � f[ � ha {} �11 SF � +' L7 �F � 47 L � � _ a � �� -a��'''�j a r ��^�. � �`� ��'�''� r� � ia � p" +.F '� ��'� �`!'i��,�.Y .ii i 4i �.�..� dl � � � � I'�� 0 �� id � A � � � � � -� � U7 '� � I��y�q � G � � � � �. � •� � � � � � a+ � � � � � � � � V � a�$ �Q� � � O � .� � � � �� ' 2023 CONCRETE RESTORATION CONTRAC'F 3 City Praject No. 104182 01 az i�.z CQNS'TRUCTION PROGI�5S SCII�I�ULC —1'ROG1t�SS �XANIPL� Paga 4 of 4 1 END OF SECTION 2 4 5 DATE NAME July 20, 2018 1uIay 7, 2021 6 M. Jarrell Initial Issue Rev#sion Lag SUMMARY OF CHANGE 1VI Owen Re�ised name due to revising the schedule spec'�fi'ication C3TY OF FORT WORTH 2D23 CONCRETE RESTORATION CDNTRAC7" 3 STAt117AR.D Cp1�1STR[JCTTpI�! SE'�CICICATION DOCU[vICN`I'S City Project Na. 104182 Revised August 13, 2021 0132163 — PROGR�SS NARRATIV� Page 1 of 1 SECTYON 013216.3 CONSTRUC710N PR07ECT SCHEDULE PROGRESS NARRATNE Reporting Period: Project Name; City Project �lo; City Prnject Man�ger: Date [ssued: Contractor Company Na�ne: Contractor 5chedu[e Contact. �. �ist of actir►ities changed in the r�porting periad. 1. (insert text here� 2. (insert text here) 3. [insert text herej 4. (insert text herej 5. (insert text herej 6. (insert text herej �. �ist any potential delays and provide mitigation actions 1. (ins�rt text here) 2. (insert text here) 3. (insert text here) C. �ist any actual delays and provide recoVery actions 1. {insert text here) 2. �insert text here] �. �insert text herej City of Fort Worth, Texas Construction proJect Schedule Narrative Repart for CFW Projects ReviSed August 13, 2021 Page S of 1 013233-1 PRECONSTRUCTION VIDEO Page 1 of2 l 2 3 PART1- G�NERAL ��Yu►�n�r�;�•i SECT�ON Ol 3� 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: b 1. Adininistrativ� and procedural requirements for: 7 a, Precailstructian Videas 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 G. Related Specification Sections include, but are not necessarily limited to: T 1 1. Division 0— Bidding Requirements, Coiltract Forms and Conditions of the Cantract 12 2. Di�ision 1— General Requirements 13 1.�. PRICE AND PAYMENT PROCEDiJRCS 14 A. Measurement and Paytnent 15 1. Work associated with this Item is considered subsidiary to the various items bid. I 6 No separate payment wiil be allowed for this Item. I7 1.3 REFERENCES jNOT USED] I8 1.4 ADNIINISTRATIVE REQiTIREMENTS I9 A. Preconstruction Video 2Q 1. Praduce a precanstruction video of the site/alignment, inclLiding all areas in t1�e 21 viciniiy of and to be affect�d 6y construction. z2 a. Provide digital copy of video upon request hy the Gity. 23 2. Retain a copy of the preconstructiou �'rdeo until the end of the �naintenance surety 24 pEriod. 25 1.5 SUBNIITTALS [N�T USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUSIVYYI'TALS [NOT US�D] 27 1.7 CLOS�OUT SC7BMYTTALS [NOT USED] 28 1.8 11�IAIN'i'ENANC� MATERYAG SUBNIITTALS [NOT USED] 29 19 QUALITY ASSiJRANC`E [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDJ 31 i.ii FIELD [SITE] CONDI'TYONS [NOT USED] 32 L1� WARR.ANTY INOT iTSED] 33 PART 2- PR4DUCTS [NOT USED] CITY DF FORT WORTH 2O23 CONCRETE RE�TORATION CONTRACT 3 STANpARD CONSTRUCTION SP�CiFICATIQ�] DOCUMENT$ Itevised .�uly 1, 2p11 City Project No, I p4I82 D13233-2 PR�CONSTRUCTfON VIIlEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END QF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O23 CONCRETE R�S'I'QRATIOI� �ONTRACT 3 STAA[DAI2D CONSTRU�CTION SPECIFICATION DOCUMENTS itevised ]uly 1, 2Dl 1 City Praject [�Io. 104182 0133D0-1 5UI3M1TTALS Page 1 of 8 r 2 3 PART 1- GENERA.L 4 1.1 SUNiMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 I.� SECTrON Ol 33 00 SUBMITTALS A. Section Tncludes: 1. General methads and requirements af submissions applicable to the failowing Work-related submittals: a. Shop Drawings b. Prodt�ct Data (inciuding Standard P:roduct List submittals) c. Samples d. Mock Ups B. Deviations frarn this Ciiy of Fort Wo�th Standard Specification I. None. C. Related Specifacation Sections include, but are not necessarily limited fio: 1. Division 0— Bidding Requirements, Contract Forms and Conditions af the Contract 2. Divi�io�� ] — Ge��eral Require�ne��ts PRICE AND PAYMENT PROCEDURES 18 A. Measure�nent and Paymex�t 19 l. Work associated with this Item is considered subsidiary to the various iteans bici. 2D No separate payment will be aIlowed for this Ite�n. 21 1.3 REFERENCE� [NOT iTSED] 2� I.4 ADMINISTRATIVE REQUIIZEMENT� 23 24 25 26 27 2& 29 30 31 32 33 34 35 36 37 38 39 �40 A. Caordination 1. Natify the City in writing, at the time of submittal, af auy devia�ions in the submittals from the reguirements of the Con#ract Docurnents. 2. Coordination of Suhmifital Times a. Prepare, pri�ritize and transmit each submittal suff ciently in advance oi performing the related Work or other applicable activities, or within the time specified in the individual Work Sectinns, of the Specifications. b. Contractor is responsible such that the installatian will nat be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required} b) Coordination with other submittals c) Testin.g d} Furchasing e) I'abrication fl Delivery g) Simil�r sequenced activities c. No extension af time will be autharized because of the Contractor's failure t� transmit submittals sufficiently irl advance of tlie Work. CITY OF FORT WQRTH STANDAkD GONSTRUCTIOI� SPECIFICATTpN DOCUivLENTS Revised Decem6er 2Q, 2012 2023 CONCRF.TE RESTdRATION CQNTRACT 3 CITY PROJECT A10. 1 ��4182 O13300-2 SUBMITTAL3 Page 2 af 8 1 2 3 4 5 6 7 8 9 IO 11 I2 13 l4 15 16 17 rs 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 d, Make submittals promptly in accordance with approved schedule, and in sucli sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings ar samples, uti�ize a 9-character submitta.l cross- reference identification nuznbering syst�m in the following manner: a. i7se the first 6 digits of the applicable Specification Secdon Number. b. ror the ne�i 2 digits number use n�mbers Q1-99 to sequentially number each initial se�arate item or dra�ving submitted under each specific Sectian number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing {i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.), A typical submittal number would be as follows: 03 30 00-08-B 1) U3 30 00 is the Specification Section for Concrete 2) Q8 is the eighth iniiial submittal under this Specification Section 3) B is �Yie third submission (s�cond resubmission} of that particula�• shap drawing C. Contractar Certi�eation 1, ReVieW sllop draWings, product data and samples, including those by subcontractors, prior to submissinn tn determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Coz�tract Docum�nts 2. �rovide each shop drawing, sample and product data submitted by the Contractor with a Certification Staiement affixed including: a. The Cnntractor`s Company name b. Signature of sub�nittai reviewer c. Certification Stateinent 1) "By this submittal, I hereby represent that I have detez7mined and verified �eld tneasurements, field construction criteria, materials, dimensions, catalog numbers and similar d�ta aiid I have checked at�d cnordinat�d each item �vith other applicable approved shop drawings." D. Submittal Fo�lnat 1. Folci shop drawings larger than 8%z inches x l 1 inches to S'/z inches x I 1 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List af items / Table nf Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittai Content �6 l. The date of �ubmission and the dates of any previous submissions C1TY O�' FQR'I' WQI2`1'H 2O23 CONCRETE It�STORATIDN C�NTRACT 3 STAI��ARD COidSTRiTCTION SPECITICATION BOC[1IvEENTS Revised december 2D, 2012 CTTY PRd1ECT NO. 104 LS2 01 33 DD - 3 SUBMITTALS Page 3 of 8 1 2 3 4 5 6 2. The Project title and number 3. Cpr�tractor identifiCatiqn 4. The narnes of: a. Contractor b. Supplier c. Manufacturer 7 5. .[denti�cation of tve product, with the Specification Section nu�nber, page and 8 paragraph(s) 9 6. Field diinensions, cIearly identified as such IO 7. ReIation to adjacent or critical %atures of the Work or materials 11 $. Applicable standards, sucI1 as ASTM or Federal Specification numbers 12 9. Identification by hightighting of deviations fro:nn Contract Documents 13 10. Identificatian by highIighting of revisions on resubmittals 14 11. An 8-inch x 3�inc1� blank space for Contractor and City stamps I5 16 17 18 19 20 21 22 23 24 zs 2G 27 28 29 30 31 32 33 34 35 36 37 3$ 39 40 41 42 43 4�4 45 46 F. Shop Drawings l. As specified in individual Work Ssetions includes, but is not neeessarily limited to: a. Custom-ptepared data such as fabrication and ereciian/insfallatian {working} drawings b. Scheduled informa#ion c. 5et�ing diagrams d. Actual shopwork manufacturii�g instructions e. Custom templates f. Special wiring diagrams g. Caordination drawings h, Individual syste� or equipment insp�ction and tesfi reports inclt�ding: l) Perforrnance curves and certification� i. As applicable to the Work 2. Details a. Relation oithe various parts to tlie main members and lines of the structur� b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and nate on tlae dt•awings priar to submitting for approval. G. Product Data 1. For submztkals af product dala �ar produets rnciuded on the City's Standard Product List, clearly identify each ite�n selected for use on the Praject. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not n�cessarily limited to: a. Standard prepared data For manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's produet specifica#zon and installation instructians 2) Availability af colors and patterns 3) Manufactur�r's printed statements oicompliances and applicability �t) Roughing-in diagrams and teznplates 5) Catalog cuts 6) P�•oduct photogr�pl�s CITY OF FOI2T WORTH STANDARb CQNSTRIJCTION SPECIFICATION �OCUMENTS Revised December 20, 2012 2023 CONGR�TE RESTORATION CONTR/�ICT 3 CITY PRO,TECI' NO. 104182 oi33oa-� suB��rTALs Page A af $ 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 i6 17 7) Standard wiring diagrams 8) Printed performance curves and aperational-range diagrams 9) Px•oduction ar quality contral ir�spection and test reports and certifications 1 U) Mill reports l 1) Product operating and maintenance instructions and recom:mended spare-parts listing and printeci produci warranties 12) As applicable to the 'l�ork H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physieal exaznples of the Wark such as: 1} 5ections of manufactured or fabricafad Work 2} Small cuts or containers of materials 3) Complete un.its of repetitively used products colar/textural�attern swatcnes and range sets 4) Specimens ior coardination of visuaI effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable ta the Woek 18 L Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 I. Fabrication performed, materials purchas�d ar on-site consiruction accomplished 21 which does not conform to approved shop drawings and data is at ihe Contractor's 22 risk. 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37 38 39 40 �1 42 43 44 4S 46 2. The City will not be Iialale for any expense or delay due to carr�ctions or remedies required ta accomplish can%rmity. 3. Complete project Wark, materials, fabricatian, and installations in conformance with appro�ed shop d�'awings, applicable sarr�ples, and product data. J. Submittal Distribution 1. Electronic Distributioii a. Confirm development of Project directary for eIectronic submittals to be uploaded to City's Buzzsa.w site, or another external FTP site appraved by the Ciiy. b. Shop Drawings 1} LTplaad submittal to designated project directory and notify appropriate City representatives �ia email of submittal posting. 2) Hard Copies a) 3 eopies for all submittals b) If Contractor requites more than 1 hard copy of Shop Drawings returned, Contractor shall submit mare than �t[�e number of copies listed abo�+e. c. Product Data 1} Upload submittal to designated project directory and notify appropriate City representati�es via email of suhmittal posting. 2} Hard Copies a) 3 copies for all submittals d, Samples 1} Dishibuted to the Project Repres�ntative 47 2. Haed Copy Distribution (if xequired in lieu af electronic distribution) CITY OF FORT WOiZTH 2O23 CONCI�'i� It�STp12A'I'IQN CQNTitAG'I' 3 STANDARB CONSTRUCTION SPECIFICATIdN DOCiJMENTS Revised Deceniber 20, 2012 CITY PROJECT ND. 104182 0133D0-5 SUBM11'TALS Page 5 of 8 1 2 3 4 5 6 7 8 9 I4 11 12 13 14 15 16 17 18 T9 20 21 22 23 24 25 25 27 28 29 �o 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 �47 48 a. � � ��lOp DPSWlligS l} Di,stribuied to the City 2) Copies a) 8 cnpies for mechanical submittals b) 7 copies for all other subznittals c) li Contractor requires more than 3 copies of Shop Drawin�s returned, Contractor shall submit more than tlie number oi copies listed above. Product Data 1} Disiributed to the City 2) Copies a) 4 copies Samples ]) Distributed to the Project Representative 2) Copies a) Submit tlie number stated in tha raspective Specification Sectians. 3. Distribute reproc�uctions of approved shop drawings and copies of approved product data a�ad sainplcs, where requued, ta tlie job site file and elsewhere as directed by the City. a. Provide number oi copies as directed by the City but not exceeding the number previously specifie�. K. �ubmittal Review 3 4. � 1. The review of shop drawings, d�.ta and samples will be for general conformance with the design concept and Contract Documents. This is not to be canstrued as: a. 1'errnitting any departure from the Contract requirements b. ReIieving tha Contractor of respansibility for any errors, including cietails, dimensions, ai7d materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, sampl�s or product c�ata by the City does not relieve the Contractor �rom hisll�er responsibility with regard tn the fuIfillment of the terms of the Contract, a. AIl risks of e�zor and amission are assumed by the Contractor, anci the City will i�ave no responsibilify tlierefore. Th� Contractor remains responsible for de�ails aud accuracy, for coordinati��g the Work with ali other associated work and tx-ades, for selecti��g fabricatian processes, for techniques of assembly and for performing Wark in a safe manner. If the shop drawiiigs, data or samples as submitted describe variatians and show a departure from the Contract requirem�uts which City finds to be in the interest of the City and to be so rninor as not to involve a change in Coniract Price or time For performance, the City may re�irn the reviewed drawings without noting a�3 exception. Submiitals will be returned to the Contractor �nder 1 ofthe iallawing codes: a. Code 1 1} "NO EXGEPTIONS TAKEN" is assigned when ihere are na notations or cornrnents on the submittal. a) When rafi�rned under this code the Contractor may release tha equip�nent and/or material for manufacture. b. Code 2 CITY DF FORT WORTH STANDARD CONSTRUCTION 3PECIFiCATION DOCUMEIVTS Revised December 20, 2012 2023 CONCR�TE RE5TORATION CONTRACT 3 CPI`Y PRd1ECT NO. 1 b4182 013300-6 SUBMITTAL5 Page 6 of 8 i 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notatians and comments IS NOT required by �l�e Contractor. 3 a) The Contractor may release tlie equipment or material for manufactUre; 4 l�owever, all notations and comments must be incorparated into the 5 final product. 6 7 �a ]l 12 13 14 15 16 17 18 19 20 21 22 23 2�} 2S 26 27 28 29 34 31 32 33 34 35 36 37 38 39 �0 41 42 43 44 45 a Cade 3 1} "EXCEPTTONS NOTED/RESUBMTT". This combination of coc�es is assigned when notations and comments are e�tensive enough to requirs a resubmittal of the package. a) The Confractor may release ihe equipment or material ior rnanuiacture, hawever, all notations and cnmrnents must ba incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-cnnfarrning items that were not�d. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of tI1e City's transmittal reguiring the resubmittal. d. Cade 4 1) "NOT APPR�VED" is assi�ned when the submittal does not meet the in�ent of the Contract Documents. a) The Contractor must resuhrnit �he entire package revised to bring the submittal into conformance. b) Tt may be ne�ess�ry to resubmit using a different manufacturer/vendor to meet t1�e Contract Documents. 6. Resubmittals a. Handled in the same manr�er as first submiitals 1} Correction� other than requested by the City 2} Marked with revision �riangle or other sunilar methad a) At Contractor's risk if not marked b. Submittals for each item wiIl be reviewed no mare than twice at tlie City's expense. 1) All subsequenf reviews will be performed at times convanient to the City and at the Cantractnr's axp�ns�, basec� on the City's or City Representati�e's then prevazling rates. 2) Pravide Contractor reimburse�nent to the City within 30 Calendar Days for aIl such fees invaiced by tl�e City. c. The need for more than 1 resubm.ission or an.y other delay in obtaining City's review of submittals, will not entitle the Canh•act�r to an extension of Contract Time. 7. �'artial Submittals a. City reserves tha right #o not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not cornplate wiI1 be returnad to t�e Contractor, and will be cansidered "Not Approved" until resubmitted. c. The City may at its option pi•ovide a list or mark the subrnit�al directing th� C�nt��acior to the areas ihat are incomplete. 46 S. If the Contractor considers any coz�rection indicated on tlie shop drawings to 47 constitute a change to the Contract Documents, then vvritten natice must be 48 provided thereof to the City at least 7 Calendar Days prior io release for 49 manufacture. C1TY OF FORT WDRTH 2O23 CpNCRETE RESTORATION CONTRACT 3 STAIVDARp COT�IS'FRLJC`1'ION SP�CIFICATION DOCIJMENI'S 12evised be�em6er 2D, 2�12 C1TY PROdECT NO. 1041$2 ai 33 00 - � SUBM1TTt1LS Page 7 af 8 I 9, When the shop drawings have been completed to the satisfaction of the City, the Z Contractor may carry out the construction i» accQrdance therewzth az�d na further 3 changes therein excepf upon writt�n instructions fi-orn the CiLy. 4 10. Each submittal, apprapriately coded, vc+ill h� returned within 34 Calendar Days 5 foIlowing receipt oi submit�a� by the City. b L. Mock ups 7 1. Mock Up units as specifted in individual Sectians, incIude, b.ut are not necessarily 8 limited to, compiete units of the standard of acceptanee for that type of Work to be 9 used on the Project. Remove at the completion of the Work or wl�en directed. lfl M. Qualificaiions 11 1. Tf specifically required in other Sections of these Specifications, submit a P.E. I2 Certificatian for each item reyuired. 13 14 15 lb I7 18 19 20 N. Request for In%rmation {RFI) 1. Coniractar Requ�st For additional information a. Clarification or interpretation af the contract documents b. WI1en the Cnnt�•actor believes �here is a canilict between Cantract Documents c. When the Contractar believes there is a cn�flict �etween the Drawings and 5pecifications 1} Identify the conflict and raqu�st clarification 2. Use the Request for Information (RFI} form providecl by the Gity. 2I 3. Numbering of RFI 22 a. Pre�x with "RFI" followed by series numb�r, "-�", begin��ing with `°O I" and 23 inci•easing sequentially with each additianal tra.usmittal. 24 4. Sufficient infarmation shall be attached to permit a written response without further 25 information. 2b 5. The City will log each request and will review tl�e requast. 27 a. If z'eview of tlte prnjeci inforjnation request indicate� that a change to the 28 Contract Documents is required, �1ie City will issue a Field �rdar or Change 29 Order, as apprapriate. 30 1.� SUBNII'I'TALS [NOT iTSED] 31 1.6 ACTION SUSNIITTALSIINFO1tMATrONAL SUBMITTALS [NOT USED] 32 l.i CLOSEOUT SUBNIITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL �UBNIITTALS [NOT USED] 34 1.9 QUALII Y ASSUI2ANCE �1VOT USED] 35 1.10 DELNERY, STORAGE, AND IIANDLING [NOT iJSED] 36 1.11 FIELD [SITE] CONDITIONS jNOT USED] 37 1.12 WARRANTl� [NOT USED] CITY OF FQRT WQRTH STANDARD COi1STRUCTION SPECIC'ICATIQN bOCtJMENTS Revised December 2Q, 2012 2023 CONCRETE RESTORATION CON'I'12ACT 3 CITY PRO]�CT Nd. 1041 &2 01330Q-8 SUBMITTALS Page $ of 8 I PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NQT USED] 3 END OF SECTION 4 DATE NAME L2120/2D12 D.7ahnson Revisian Log SUMMARY OF CHANG� 1.4.K.8. Warking Days modified to Calendar Days CITY OF FORT WORTH STANDA�ll C�NSTRUCTION SPECiFICATION DOCUMENTS Revised December 2D, 2012 2023 CONCI2�TE 12�STQ1iATTOi3 CpNTAACT 3 CITY PRDJECT NO. 104182 013513-I SP�CIAL PRO]ECT FRQCEDURES Page 1 of 8 1 2 SECT�ON Ol. 3� 13 SPECTAL PROJECT PROCEDURES 3 PART1- GENERAL 4 11 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 1G 17 18 A. Section Includes: 1. The procedures for spectal project circu�nstanoes that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Canfined Space Entry Program d. Use of Explosives, Drop Weight, Etc. e. WaterDepartmeniNotification f. Public Notificatian Prior to Baginning CanstruciiQn g. Coo�•dinatian with United States Ar�ny Corps of Engineers h. Coordination within R�.ilraad permits areas i. Dust Control j. Employee Parking B. Deviations from this City of Fort Worth Standard Spacification 1. None. 19 C. Related Specification Sections include, but are not necessarily limited ta: 20 1. Divisian 0— Bidding Req�ire�nents, Contract F'onns and Candztions of the Contraet 21 2. Division 1— General Require�nents 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDi7RES 24 25 26 27 28 24 30 31 32 33 34 35 36 37 38 34 40 �41 42 A. Measurement and Payment 1. Coordination within Railraad permit areas a. Measucement 1) Measurement for this Itern will be by lump sum. b. Payinent 1) The work performed and matei°ials furnished ii1 accordance vvitl� tl�is Item will he paid for at th� ltimp sum price bid for Railroad Cooi•dination. c, Tl�e price bid shall include: 1} Mobiliza�ion 2) Inspection 3) Safety training 4) AdditianalInsurance 5) Tnsurance Certificates 6) Oiher reqLiirements associated with general coordina#ion with Railroad, including additional employees required to proteci the rigllt-of-way and prnperty ai�lie Railroad from damage arising out of and/or from the canstruction of the Project. 2. Railroad FIagmen a. Measurement cz�Y a� �ox� wo�TH STANDAF2B CONSTRUCTIOI�[ SP�CIFICAT�qN DOCUM�NTS Revised Nlarch 11, 2022 2023 CflNCRETE RES'i'ORATIOT`[ CONTRACT 3 CiYy Project No. 104I82 013513-2 SPECIAL FROJECT PROGEDURES I'age 2 of S 1 2 3 4 5 6 7 8 9 10 11 12 � 13 1.3 REFERENCES 14 A. Reference Standards 15 16 17 1$ 19 2 1) Measurement for this Item wil� be per working day. b. Payment 1) The wo�•k perFarmed and materials furnished in accordance with this Item wili be paid for each working day that Railroad Flagmen are present at the 5ite. a The price l�id shalI include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements assaciatec� witli Railroad 3. All other ztems a, Work associated with these Items is considered subsidiary to the variQus Items bid. No separate pay�rnent vvill be allr�wed for th:is �tem. Reference standards cited in this Specification refer ta the curz•ent reference stanc�ard published at the time of the latest revision date logged at the end of this 5pecification, unless a date is specifcally cited. Health and Safety Code, Title 9. Safety, Subtitle A. Public �afety, Chapter 752. High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIItEMENTS 21 A. Coordination with the Te�as Departmant of Transportation 22 23 24 25 26 27 28 29 30 3i 32 33 3�} 35 36 37 38 39 40 41 42 43 44 1. When work in th� right-of way which is under the j urisdiction of the Texas Departinent of Transportation {TxDOT): a. Notify the Texas Department of Transportation prior to co�nza�encing any work therein ii1 accordance with the pravisians of the permit b. All wark performed in tlie TxDOT right-of-way sisall be petForrned in compliance with and suhject tn approval from fhe Tex.as Department of TransporCation B. Work near High VoItage Lines 1. Regulatory Requirements a. All Work ne�r High Valtage Lines (mvre than 6Q0 v�lts measured beiween conductors or between a conductor aud the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Waz�zng sign a. Frovide sign of sufficient size meetixig all OSHA, requirements. 3. Equipment operating within 10 feet of higk� volta.ga Iin:es will require the following saf'ety features a. Insulating cage-type of guard about tha boom or arm b. Insulator links on the 1i1� haok eannections for back hoes or dippers c. Equzpment must meet the safety requirements as �et forth by OSHA and the safety requirements of the owner of the k�igh voltage lines �. Work within 6 feet of high voltage electrie lines a. Notification shall be gi�en to: 1) The power company (exarnple: ONCOR} CITY OF FORT WORT13 STANDARD CdNSTRLICTION SPECIFICATION DOCUMENTS Revised March ! 1, 2022 2Q23 COt�fCRETE RESTORATIOI�# CONTAACT 3 CiryProjectNo. L04182 Oi3513-3 SP�CIAL PR07ECT PROCEDURES Page 3 of $ 1 2 3 4 5 6 7 8 b c. a) Maurtain a�� accurate log af all such caIls to power company and record action taken in each case. Coordination with power company 1} After notification coordinate witl� the potiver campany to: a} Erect temporaty znechanical barriers, de-energize the lines, or raise or lower the lines No personn�l rnay work within 6 feet of a high voltage line before the above requirements l�ave been met. 9 C. Confined Space Entry Progra�n l0 1. Provide and follow appraved Confined 5pace Entry Program in accordance with 11 OSHA requirements. 12 2. Confined Spaces include: 13 a. Man.holes 14 b. All other coa�fined spaces in accordance vvith O�HA's Permit Required for IS Confined Spaces 16 ht#ns._'/ww��v.tcea.texas.�ovfassetslnubliclnermittine/airifactsheets/�armit-factsheet.adf I7 IS 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 3$ 39 40 41 42 43 D. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construc#ion activities per require�nents of TCEQ. E. Use of Bxplosives, Drop Weight, �tc. 1. When Contract Doc�ments permit nn the project the following will apply: a. Public Notification 1) Submit nntice to City and proof of adequate insurance coverage, 241�ours prior to cominei�cing. 2) Minimum 24 hour public notification in accorda�ce with Section 01 3� 13 F. Water Departmant Coordination 1. Durzng tha construction of this praj ect, it v�+i116e necessary to deactivate, for a periad of time, existing lines. The Contractor shall be required t� coordinat� with the Water Departme��t to determiile tha best �imes iar deacti�ating and activating those lines. 2. Coordinate any event that will require connecting to or tlie operation of an existi��g Cit}r water line system with the City's representativa. a. Coordination shall be in accordance with Section 33 12 25. b. If i�eeded, obtain a hydrant water meter from tl�e Water Department far use during the life of named project, c. In th� �vent that a water valve on an existing 1 ive system t�e turneci off and o�� to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do ��ot operate water line valves of existing water system. a) Fail�re to comply will render the Contractor in violation of Texas Penal Cade Title 7, Cliapter 2$.03 {Griminal Mischiefl and the Contractar will be prosecuted to the full extent o�the lavv. b) In addition, th� Contractor tivill as�ume all liabilities and responsibilities as a result of these actions. 44 G. Fublic Notification Prior to Beginning Canstruciian CITY OF FORT WflRTI-I STANDARD CON3TRUCTIDN SPECIFICJ1TIOiV DOCUMENTS Revised March 11, 2022 2023 CONCRETE REST�RAT[ON CONTRACT 3 City Praject No. 104] 82 013513-4 SP�.CIAI. PR03ECT PAOCEDUf�S Page 4 of 8 1 1. Prior to beginning construction on any bIock in the project, an a block by block 2 basis, prepare and delir�er a notice or flyer of the pending construction to the front 3 doar of each residence or business that will be impacted by conslruction. The natice 4 shall be prepared as follows: 5 a. Post notice or flyer and City of Fo�t Worth Doar Hangers, 7 c�ays prior to 6 beginning any canstruction activity on each block in the project area. 7 1) Prepare flyer on the Coniracior's letterhead and include the foilowing 8 ininrtnation: 9 a) Name of Project 1D 6) City Project Na (Cl'N) 11 c} Seope of Project (i.e. type of conskruction activity) . 12 d} Actual constt�uction duration within the bloek 13 e} Name of the contractor's fareman and phone number 14 � Name of tha City's i�spectar and phone number 15 g} City's after-�ours phone number 16 2} A sample af the `pre-constructian notification' f�yer is aftached as E�ibit 17 A. 18 3) City of Fort Worth Door Hangers will be provided to ihe Contractor for I9 distribution with their notice. ZO 4) Submit schedule showing the construction start and fir�ish time far each 21 bIock of the project to the inspector. 22 5) Deliver flyer to tha City Inspector for review prior tv distribution. 23 b. No construction wilI be allowed fo begin on any block until the flyer and door 24 hangers are delieered to all residents of the binck. 2S H. Public Notification of Temporary Water Service Interruption during Constructian 26 1. In the event it becomes necessary to temporarily shut down water service to 27 residents ar businesses during construction, prepare and deliver a notice or flyer of 28 the pending interruption to the front door oi each ai%cted resident. 29 30 31 32 33 34 35 36 37 38 39 �FD 41 42 �3 44 45 46 47 2. Prepared nQtice as follows: a. The notitication or flyer shall be posted 24 hoi�rs prior ta tl�e temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following in%rmation: 1) Narr�e of the project 2) City Project Numbar 3) Date of the intemiption of service 4) Pariod the interruption tivil� take place 5) Name of the contractor's Foretnan and phone numbar 6) Name of the City's inspector and phone number c. A satnple of tha temporary water service interruption notification is attach�d as E�tibit B. d. Deliver a eopy of the temporary interruption notification to the C�ty inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to ali af�ected residents and businesses. £ Electronic versions oithe sample flyers can be obtained fi•om tlie Project Constr�ction Inspector. 48 1. Coordination with United States Artny Carps qf Engineers {USACE) C1TY OF F�RT WORTH STAM]ARD COI�ISTRUCTION SP�CIPICATION DOCUMENTS Aewised Mareh I 1, 2022 2023 CONCRETE RESTORATION CONTAACT 3 Ciry Project No. I Q41$2 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2 3 4 5 6 7 8 9 10 i1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1. At locations in the Praject wh�r� constructinn aciiviti�s occur in areas where iTSACE permits are required, meet all requirements set fortl� in each designated permit. J. Coordination wiihin Railroad Pennit Areas 1. At loeations in the project where constructiian activities occu�• in areas where railroad petmits are reyuired, meet all requirements set forth in each designated railroad permit. This includes, but is not lirnited ta, provi�ions far: a. Flagmen b. Inspectors c, Safefy #rainir�g d. Additional insurance e. Insurance certi�cates F. Other emp�oyees required to protect the right-of-way and property of the Railroad Cainpany from damage arisuig out of and/or iram the construction oi the project. Proper utility clearance procedures shal� be used in accordance witll the permit guidelin��. 2. Qbtain any supple�ental infoa•ination needed to comply wiY1� the railroad's requirements. 3. Railraad Flagtnen a. Submi# receipts to City for verificatian of working days t13at railroad flagmen were present on Site. K. Dust Conirol I. Use acce�table measures to control dust at the Site. a. If water is used to controi dust, capture and properly dispose of waste water. b. If wet saw cutiing is performed, eapture and properly dispas� of slurry. L. Employee Parking I. Provide parking for emplayees at locations appraved by the City, CITY OF FORT WO1�TH STAi�fl]ARD CDNSTRUCTION SFECIFICATION I�OCUMENTS lZevised March 11, 2022 2023 CONCRETE RESTORATION CONTRACT 3 City Projeot No. L04182 O13513-6 SP�CIAL PR07ECT PRQCEDURES Page 6 of 8 l 2 3 4 S 6 7 8 F] LS SUBMITTALS [NOT US�D� 1.6 ACTION SUSNIITTALSIINFORMAT�ONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT �UBMITTALS [NOT USED] L8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] l.9 QUALITY ASSiJRANCE [NOT USED] i.IO DELIVERY, STORAGE, AND �iANDLING �NOT USED] 1.11 FYELD [SITE] CONDiTI�NS jNOT iTSED] 1.1� WARl.�ANTY �1VOT US�D� PART � - PRODUCTS [N'OT USED] a a PART 3- EXECUTION [NOT USED] 11 12 DATE NAME 8/31/2012 D.3ohnsan 3/11/2022 M Owen 13 END OF SECTION Revision Log Si.]iVIIViARY OF CHANG� 1.4.8 — Added requirement of campliance with Heallh and 5afety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Volrage Overhead Lines. 1.4.E -- Added Contractor responsibility for obtaining a TCEQ Air Permit Remove re%rences to Air Pnllutinn watch Days and NCTCOG Ciean construction Specification requiremen#s. Clarify need for poor Hangers under in addition to contractor notification af public. CITY OF FORT WORTE3 STANT]AIiD CONSTRUCTION SPECIFiCATiON DOCUMENTS Revised Marcl� I 1, 2022 �o2a co�vcn�r� x�SmoxamlaN coNra�,cr � C iry Froject No. 1(}4182 013513-7 SYECIAL PROdECT PROCEDURES Page7of8 1 2 3 4 5 6 7 s 9 10 il 12 i3 14 i5 16 i7 18 19 20 21 22 23 24 zs a� 27 2$ 29 �o 31 32 33 3�4 3S 36 37 Date: CPN No,: Project Name: Mapsco Location: Limits of Construction: EX�IiBIT A (To be prin#ed or� Contractor's Letterhead) � � � I I �i � li ' � iblS IS i0 IN�O�I'dPi YOU Tbo4i UN��R A CON i RAC i d4ll l b�b� CI�'Y O,� �O�`� 1�IORiH, OUR COMt�,�i�Y l�VIL� l�faL�K ON LITILIiY LI�[E5 ON O� AFtDUND YOU� Ph?OP�R�Y. CQR�S�RUCYIOR� �It�.� ��C1�1 AP��OXINiAi�LY S�!!�M ��YS ��Ol�i iHE D,�iE O� TN�IS id071G�. I� YOU bAV� QU�STIONS A�OU T ACC�SS, S�CURI�'Y, S�4��Y OR a4NY Q�H�� ISSU�, �L��4S� C�4LL: Y�ir. �c�NTRACTOR�S SUPERINT�ND�NT� A� �TELEPHONE NO.� o� I�1'. CClTY INSPECTOR� A�T C TEL�PHDNE NO.� ��iE� 4:30 Pi�l OR �N !�l��CENDS, PL�AS� CAL� (81�y 39� 8306 PLEASE KEEP THIS FLYER HANDY WHEN Y�U GALL CITY OF FORT WORTH STANDARD CflNSTRUCTION SPECIFICATION DOCUM�NTS Revised March 11, 2022 2023 CONCREI'E R�5'fORA't'ION CONTRACT 3 City Project No. I D4182 013513-8 SPECIAL PROlECT PROC�DllAES Pa�e 8 of 8 7 2 .1 �_I I: _Y : '� � ��1� � � �, �: �� . x�¢�� Proj�CCt [�iao�: �� s�� Y��II�� DiIE 'I`O UTII.I'1'Y IIVYYROVEMEPI'I'S IN XDC7R TVEIGHHOl2HOOD, "YOUB WATER SERVICE 'WLLL SE �T'4'EKRTTPTElI O�T SETWEElY TSE IiOURS OF A1VIl . IF YO[T �iAVE QiTESTIONS ABOUT THIS 973UT-OiJ^�', PLEASE CA.�,L: R+IR. AT (CQNTRACTORS SiFPERINTENDEN'1') (TELEP�OIVE NiTM�E�) OR MR, AT (CITX 1l�TSP�CTOR) (TELLI'HON� i+iUMBEli) THIS 1NCONVENIE3�TCE W�.L BE AS SHOR'T AS POSSIBLE. '1'HANK Ya[l, � CONTRAC'1'QB i� 4 CITYOF FOAT WORTH STANDAR.I] CqN5TRiTCTTON SPECIPICATION DOCiJME1rTTS Revised March i l, 2022 2023 CONGRET� RESTORATION CaNTRAC`�' 3 City Praject Nn. 1(}4 i 82 O] 4523 'I'L'S"1'1NG AND WSPCC'FIQN S�RVICES Page 1 of 2 S�CTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1- GEN�RAi. 1.1 SUMMAI2Y A. Sectian Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Foi�t Worth Standard 5pecification I. None. C. ReIated Speciiication Sections include, but are not necessarily limited to: 1. Divisian D-- Bidding Requir�ments, Cnntract Farms and Conditinns of th� Co�tract 2. Divisian 1— General Requirements 1.� PRICE AND PAYM�NT PR�CEDURE� A. Measurement aud Payment 1. Work associated wi�h this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is respoiisible for performing, caordinating, and payment of all Quality Cnntrol testing. b. City is responsible for performing arfd payment for first set of Quality Assurance testing. 1) If the firsi Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subseyuent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments far testing by Contractar have been paid in full. 1.3 REFERENCES jNOT USED] 1.4 ADN1iNISTRATIVE REQUII�EMENTS A. Testing I. Coznplete testing in accordance with tha Contract Documents. 2. Coordination a. When testing is required to be per%rmed by the CiEy, natify City�, sufiicieniIy in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sui�eiently in advance, that testing will be performed. 3. Distributian of Testing Reports a. Electronic Distribution 1) Confirtn develaprnent af Project directory for elsctronic submittals ta be uploaded to the Ciry's document management system, ar another external FTP site approved by the City. CITY OF PORT WORTI-I 2023 CQT�CRETE RESTORATIpN Cq�1TRACT 3 5TFINDAI2D CONSTRUCTION SPECIFICATION DOCUNfENTS City Project Number 1041$2 Revised iVlareh 9, 2020 O1 45 23 TESTING AiVD INSPECTID[�! SERVICES Page 2 of 2 2} Upload test reports to designated prQject directory and notify appropriate City represenfiatives via email of submittal posting. 3) Hard Copies a) 1 copy far all submittals submitted to the Praject Representative b. Hard Copy Distribufiion (if required in lieu of electronic distribution) 1) Tests perfor�ned by City a) Distribute 1 hard copy to tIie Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representati�e 4. Pro�ic�e City's �z�oject Rep�esentative with trip tickets for each deli�ered Ioad of Concre�e or Lime material incluciing the folIowing information: a. Name of pii b. Date of delivary c. Material cielivered B. Inspection l. Inspection or lack of inspection does not relieve the Gontractor from obligation to perf�rm vvork in accarciance with the Contract Documents. f.� SUSNIITTALS [NOT USED] 1.5 ACTTON SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT i]SED] 1.7 CLOSEOUT SLIBMITTALS [N�T USED] 1..8 MAINTENANCE MAT�RIAL SUBM�TTALS [NOT USED] 1.9 QUALITY ASSrTRANCE [NOT USED] 1.10 DELNERY, STORAGE, AND HANllLING [NDT US�D] 111 FIELD [SITEJ CONDITIONS [NQT U�ED] 1.1� WARRA�NTY [NOT LTSED] PART � - PRODUCTS [NOT iTSED] PART 3 - EXECUTION [NfJT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF GHANG� 3/9/2020 D.V. Magana Removed reference ta Buzzsaw ancE noted that electronic submittals be uplfladed through the City s document management system. CITY OF FORT WORTH [Insert Project A#ame] STANDARD COtdSTRUCTION SPECIFICATTON DOCUMENTS [lnsert Project Numher] Revised Marcl� 9, 2020 Ol 50 00 - 1 TEIViPOR�2Y FACILITIES AI�iD CONTROLS Page 1 of 4 � 2 s��T�orr a� �o oa TEMPOR.ARY FACILITIES AND CONTROLS 3 PART1� GENERAL 4 1.1 SUNIMARY 5 6 7 8 9 10 11 12 13 14 A. Section Incl�des: 1, Provide temporary facilities and controis needed for the Work including, but not necessarily limited to: a. TempQrary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control s. Teznpo�•ary fencing af the canstruction site B. Deviations froin this Cify of Fort Warth 5tandard Specif cation 1, None. 15 C. Related Specification Sections include, but are not necessariIy limited to: 16 1. Division 0— Bidding R�quireinents, Contract Forms and Canditions of tha Contract 17 2. Di�isioz� 1— Ganeral Requirements 1 S 1.2 PR,�CE AND PAYMENT PROCEDiTRES l9 A. Measurement a�id Payment 20 L Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allawed for this Itetn. 22 1.3 REFERENCE� [NOT USED] 23 1.4 ADMINYSTRATNE REQUIItEMENTS 24 2S 2b 27 28 24 30 3I 32 33 34 3S 36 37 38 39 40 A. Teinporary Utilities I. Obtaini��g Teanporary 5er`+ice a. Maice arrangements with utility service companies for temporary services. b. Abide by rules and z•egulati�ans of utility service companies or authorities having jurisdiction. c. Be respansible for utility s�rvice costs until Work is approved for Final Acceptance. 1) Included are iuel, power, light, heat and other utility serviees necessary%r e�ecution, completion, testing and initial operatian of Wark. 2. Water a. Cantractor io provide water required for and in cannection with Work tn be performed and for specified tests of piping, equipment, devices or other use as required t'ar the cornpletian oFthe Work. b. Provide and maintain adequate supply of potable water for domestie consumption by Contractor personnel and City's Project Represantatives. c. Coardination 1) Contact City 1 week before wal:er for construction is desired CITY OF FORT WORTH STANDARD CONS7'RUCTI�N SPECIPICATIOAI DDCUMEAITS Revised JuEy 1, 2011 2023 CONCI�ETE RESTORATIOI+1 CONTRACT 3 CITY PRO,TECT NO, 104182 Ol 50 00 - 2 7`EMPDRAItY FAGJL[TI�S AND CQNTROLS Yage 2 af 4 1 2 3 4 S 6 7 $ 9 IO I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 35 37 38 39 40 4I d. Contractor Payment for Canstructivn Water 1) Obtain construction water meter �'irom City for payznent as billed by City's established rates. 3. Eleciricity and Lighting a. Pra�ide and pay for electric powered service as required for Work, includi�ig testiug of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric pawer service includas temporary power servi�e or generator ta maintain operations during scheduled shutdown. 4. Telephone a. Pravide amergency telephone service at Sita for use by Contractor personnel and others performing work or furnisliing services at Site. 5. Temporary Heat and Ventilation a. Provide terr�porary heat as necessary for protection or completion of Wark. b. Provide temporary heat and ventilation ta assure safe working conditions. B. Sanitary Faciliiies 1. Provide and rnaintain sanitary faeilities for persons on $ita. a. Comply with regulations of State and loca! departments of health. 2. Enfnrce use of sanitary facilities by construction persoy�nel at jab site. a. Enclose and anchor san.itaay facilities. b. No disc�arge will be ailowed from these facilities. c. Collect and store sewage and wasta so as not to cause nuisance or health problem. d. Hau! sewage and �vaste off-site at no less than weekly intervals and properly dispose in accordance wifh applicable regulatiQn. 3. Locate facilities near Work Site and keep clean and maintained ihroughout Pr�ject. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Pravide adequately ventilated, watertight, weatherproof storage facilities with floor aboee ground level for matarials and equipment susceptible to weather damage. 2. Storage of materials not suscsp�ible to weather damagE may be an blocks afF ground. 3. Store materials in a neat and orderly rnanner. a. Place materials and equipment to permit easy access for identification, inspection anc� invantory. 4. Equip building with lockable doars and Izghtiaag, and provide electrical service for equipmexlt space heaters and heating or �entilation as n�cessary to provide storage environments accep�able to speciiied manufacturers. S. Fill and grade site for temporary structures to provide drainage avrray from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Pro�ide and maintain for �11e duration ar construction when required in coutract 44 dacuments 45 E. D�st Control CI'I'I' OF FORT WORTH STAi�ARD CONSTRUCTION SPECIPICATiQN DQCUMENTS Revised July 1, 2D11 2023 COi1CRETE RFS'�ORATION CONTRACT 3 CITY PROJECT NO, 104 L82 1 2 3 �} 5 6 7 8 9 14 11 12 13 o� saoo-3 TEMPORARY FACILITI�S AND CONTROLS Page 3 of �F L Contractor is responsible for maintaining dust control �hrough the duration of the proj ect. a. Contractor remains on-ealI at all times b. Must respond in a tiinely manner F. Temporary Proiection of Construction 1. Contractor or subcantractars are responsi�le for pratectiug Work from damage due to weather. 1.5 SLTSNIITTALS [NOT USED] 1.6 ACTION SUSMITTALS/INFORMATTONAL SUBMITTALS [NOT USED] Li CLOSEOUT STJBMiTTALS [NOT USED] 1.S MAINTENANCE MATER�AL SUBNIITTALS [NOT USED] 1.9 QiTALITY ASSiTRA.NCE [NOT USED] 1.10 DELNERY, STORAGE, AND IiANDLING �NOT USED] I4 1.11 FI�LD [SITE] CONDITIONS [NOT USED] IS 1.i2 WARRANTY [NOT USED] I6 PART 2- PRODUCTS [NQT i7SED] 17 PART 3- EXECiTTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXANIINATIUN [NOT iTSED] 20 3.3 PREPARATION [NOT US�D] 21 3.4 INSTALLATION 22 A. Tamporary Facili�ies 23 1. Mai��tain all ternporary facilities for duration af construction activities as needed. 24 3.� [REPAIIt] / [R.ESTORATION� ZS 3.6 RE-INSTALLATION 26 3.� FIELD �ox] STTE QUALITY CONTR�L [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 AD.TUSTING [NOT iTSED] 29 3.10 CL�ANING [NOT USED] 3D 3.11 CLOSEOUT ACT1Vl'i'IES 31 A. Temporar� FaciIities C1TY QF FORT WORTH 2O23 CONCRCTE RESTORATION CO3VTRACT 3 STANDHIRD CONSTRUCTIOZd SPECIFICATION DOCUMENT3 Revised 7 uly l, 201 I CITY PROJECT IdO. 104182 i 2 3 4 5 6 7 8 qI50D0-4 TEMPqRARY PACILITI�5 AND CONTROLS Page 4 oF4 I. Remove a11 temparary facilities and restore area after coxnpletion ofthe Work, to a condition equal to or better than prior to start of Work. 3,12 PROTECTI�N [NOT USED] 3.13 MAINTENANC� [NOT USED] 3.14 ATTACHMENTS [NOT ifSED] END DF SECTION DATE NAME Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CON5TRUCTION �PECIFICATION DOCUMEI�f'L'S Revised 7uly 1, 201 I 2023 CONCRE'I'� RESTORATION CONTRACT 3 CITY PROJECT' Np. 104182 O1SS2G-1 STREET USE PERMIT ANb MOIIII'ICATIONS TO 'i'Rt1Ff�IC CONTROL Page 1 of3 1 2 SECTION Q1 �� b STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 Si]MMARY 5 6 7 8 9 IO II A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviatians from this City of Fo� Warth Standard Speci�cation 1. None. l2 C. Related Speciiica.tion Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Cotitract 14 2. Division 1— General Requirements 15 3. Sectian 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYN�NT PR�C�DUR�S 17 A. Measurernent and Payment 18 1. Work assaciated with this Itern is considered subsidiary to the various Items bid. 19 Na separate payment will b� allo�ued for this Item. 20 1.3 REFEI2CNCES 21 A.Reference Standards 22 1. Reference standards citad in this specification refer to the c�irrent reference standard 23 published at the time of the latest revision date logged at fihe end of this 24 specif cation, unlass a date is specificalIy cited. 25 2. Texas Man�aI azi Uni%rm Traffic Conirol Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQi]IREMENTS 27 28 29 30 31 32 33 34 35 36 A. Traf�c Control 1. General a. Contractar shall minimize lane closures and impact to vel7icularlpedestria�a traf�c. b. When traffic control plans are inciuded in the Drawings, provide Tra�Fic Cont:rol in accordance with Drawings and Section 34 71 13. c. When traffic control plans ara not included in the Drawings, prepare traffic control plans in accordance witl� Seciion 34 71 l3 and submit to City f�r review. 1) Aliow minimum 10 working days for revievv of proposed Traf�c Control. CITY OF FORT WORTH �D23 CONCitETE RESTORFITION CONTRACT 3 STANDARD CONS'['EtUCTION SPECIFICATIO�I D(�CUMENTS City Praject No. 104182 Rewesed March 22, 2a21 01 55 2G - 2 STREET USE PERMIT AiVD MODIFICATIONS TD TRAFFIC CONTROL Page 2 oi 3 1 2 3 4 5 6 7 8 9 l0 ll 12 13 14 15 16 17 rs 19 20 2) A tra�c control "Typical" published by City of Fort'l�Vorth, the Texas Manual Unified Traffic Contral Devices (TMUTCD) or Texas Department of Transporta�tion (T�OT) can be used as an alternative to preparing projectlsite speci�'ic traffic control plan iithe typiaaI is applicable to the specific project/site. B. Street Use Permit I. Prior ta instailation of Traff'ic Contro�, a City �treet U�e Permit is required. a. To nbtai� Street Use Permit, submit Traffic Control P�ans to City Transportation and Public Works D�partmeilt. 1) Allow a minimum of 5 warking days for permit review. 2) It is the Con�,i-actor's responsibility to coordinate review of Traffic Control plans for Stireet Use Permit, such that constructia� is not delayed. C. Modification to Approved Traffic Cnntrol 1. Prior to installation traf�e control: a. Submit revised iraffic control plans to City Department Transportation and Public Warks Department. 1) Revise Traf�c ControI plans in accordance wi� Section 34 71 13. 2) Allow minimum 5�vorking days for review of revised Txaffic Control. 3) It is the Contractor's responsibility to coardinate review of Traffic Control plans for Street Use Permit, such that conslxuction is no� deIayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign rr�ust be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Divisian to 24 remove the sign. 25 E. Temporary Signage 26 1. In the ease of regulatory signs, replace permanent sign �vith temporary sign meeting 27 requirements of the latest edition of the Texas Manual an Uniform Traffic Control 28 Devices (MUTCD). 29 30 31 32 33 3� 2. Install temporaty sign before the removal of permanent sign. 3. When canstruetion is complete, to the e�te�it that the perman�nt sign oan be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Divisioii, to reinstall the permanent sign. �'. Traffic Control Standards i. Traffic Confirol Standarc}s can be found o� the City's website. 35 1.5 S[TBNIITTALS [NOT USED] 36 A. Submit all required docume�tation to City's Project Repxesentative. C1TY OF PORT WORTi3 2023 CO�ICRETE �STE}1tATIq3�1 GONTRACT 3 S'TANDARD CONSTRUCTIQN SPECIFICATION DOCUMEt�[TS City Project Nn. 144182 Re�iscd IVlarch 22, 2021 015526-3 STREFT USF PF.RMTT AND NTnDIFICATIONS TO TRAFFIC CONTRDL Page 3 of 3 1 1.G ACTION SUSNIITTALS/INTORMATIQNAL SUSMITTALS [NOT U�ED] 2 1.7 CLOSEOUT SiTI3NIITTALS [NUT USED] 3 1.$ MAINTENANCE MATER.�AL SUBNIITTALS [N�T USED] 4 I.9 QUALITY ASSUitANCE [NOT USED] 5 1.14 DELIVERY, STORAG�, ANll HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITiONS [NOT USED] 7 1.1� WARRANTY [NOT U�ED] 8 PART 2- PRODUCTS [NOT USED] 9 PART 3- EXECUTION [NOT USED] 10 11 DATE NAME 3/22/2d2I Iul Owen 12 END OF SECTION Revision Log SiJNIMAAY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1,4 A. 1, c. Added Eanguage to allow for �se of published traffic cantrol "T}rpicals" if applicahle to specific prnjectlsite. 1.4 F. 1) Removed reference to Buzzsaw I.5 Added language re; submittal of permit C1TY OF FORT WORTH 2O23 CQNCR�`I'� �S'1'ORATIOIV CdNTRACT 3 STEI,NI]ARD CONSTIZUCTIOI�i SI'ECIF'ICATTON D{SCUIv1�NTS City Pro,}ect NQ. 104182 Reviscd MarcF� 22, 2p21 Oi5T13-t 5TORM 1lrAT�R POLL�ITION PREVENTION Page 1 of 3 I �ECTiON 01 �i 13 2 STORM WATER POLLUTTON PIZEVENTION 3 PART1- GENERAL 4 1.1 SiJMMARY 5 A. Section Includes: 6 ]. Procedures for Storm Water Pallution Preventian Plans 7 B. Deviatinns from this City oiFort Worth Standard Speci�cation 8 l . None. 9 G. Related Speci�cation Sections include, but are not neeessarily limited to: 10 l, Division 0— Bidding Requirements, Contract Forms and ConditiQns ofthe l 1 Gontract 12 2. Division 1— General Requirements l 3 3. S�ction 31 25 00 -- Erosioii and Sediment Cantrol 14 1.� PRICE AND PAYMENT PROCEDURES 15 A. Measurem�nt and Payment l6 1. Construction Activities resul�ing in less �han 1 acre of disturbance 17 a. Wark associated with this Item is considered subsidiary to the various ltems l 8 bid. No separate payment will be allor�v�d fnr this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment sliall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acranyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Sto�nn Water Pallution Prevention Plan: SWPl'P 26 4. Texas Cammission an EnvirnnrnentaI Quality: TCEQ 2'7 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in thzs Speci�cation refer to the curreni reference 30 standard published at the time of the Iatest revision data logged at the end of this 3I S�peci�cation, unless a date is sp�ai�ically cited. 32 2. Integrated Storm Manageaaaent (iSWM) T�chnical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIItEMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment af any fines issued associated 37 with compliance to Siormwater Pollution Preven�ion Plan. CITY OF PQRT WORT�1 2D23 COi�CRETE RESTORATION CONTRAC'1' 3 STANDARD CONSTRUCTION SPECIFICATION DOCUNl�NTS Revised 7uly !, 20l I CITY PRa7ECT NO. 104182 01 57 13 - 2 STORM WATER POLLi7TION PREVENTION Fage 2 of 3 1 2 3 4 5 6 7 8 9 10 II 12 I3 14 35 l6 17 l8 19 20 21 z� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B. Constructioii Activities resulting i��: 1. �,ess than 1 acre of disturbance a. Yro�ide erosion and sediment control in accordaz�ce with Section 31 25 �Q and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pnllutant Discllarge Eliminatioz� System (TPDES) General Const�vction Permit is required b. Complete SWPI'P in accordance with TCEQ requirements 1) TCEQ Sma11 Constructioii Site Notice Required under general permii TXR15000fl a) Sign and post at job site b) Prior to Preconstruction I�Ileeting, send 1 copy to City Depai�tment of Transportatian and Public Works, Enviranmental Division, (817) 392- 5088. 2) Provide erosion and sedirnent contraI in accordance with: a) Se�tzan 31 25 00 b) The Drawings c) TXRIS0000 General Permit d) SWPPP e} TCEQ rec�uirements 3. 5 acres or mare of Disturbarrce a. Texas Pollutant Di�charge Elimination System (TPDES} Genera] Gonstruction Permit is required b. Camplete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form� and submit ta TCEQ aIong with required fee a) �ign and post at job site b} Send copy to City Departmant of Transportation and Public Works, Enviranmental Division, (817) 392-6fl$8. 2) TCEQ Notice of Cha�ig� required if makin� changes or updates tn NOI 3) Pro�vide erosion and sediment cont�•ol in accordance with: a) Section 31 25 QO b} The Drawings c) TXR15000U General Permit d) SWPPP e) TCEQ requirements 4) Once the project has b�en completed and all the elosaout requirements of TC�Q have been met a TCEQ Notice of Termination can be subinitted. a) Send copy to City Department of Transportatian an� Public Warks, En�ironmental Division, (817) 392-6088. 40 1.5 SUBNIITTALS 41 �2 43 44 4S A�6 47 A. SWl'1'P 1. Submit in accardance with Section OI 33 00, except as stated herein. a. Prior to the Preconstruction Meeti��g, sub�nit a draft capy of �WPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Praject Manager will forward to the City Department of Transportation and Pubiic VVorks, Environmental Division for review CiTY OF rDRT WORTH STANBARD COAISTI2UCTI�N SPECIFICATION DQCUMENTS Revised duly l, 2011 2023 CONCAET� RESTORATION CONTRACT 3 Ci'I'Y P120JECT NO. 10�k182 01 57 13 - 3 STDRM WATER POLLUT[OAI PREVENTION Page 3 of 3 1 B. Modified Si�VPPP 2 J. If the SWPPP is :revised during construction, resubmit modified SWPPP to the City 3 in accordance with Sectioi101 33 0�. 4 1.5 ACTION SUBMITTALS/�NFORMATIONAL SUBNIITTALS [NOT iTSED� 5 6 1.7 CLOSEOUT SUBMTTTALS [NOT USEDj 1.8 MAIN'IrENANCE MATERTAL SUSMLTTALS jNOT USED] 7 1.9 QUALITY ASSiJRANCE [NOT iT�ED� 8 1.10 DELIVERY, STQRAGE, AND HANDLING [NOT USED] 9 1.11 FLELD [SITE] CONDIT�ONS [NOT USED] 10 1.I� WARRANTY [NOT USED] 11 PART � - PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 14 DATE NAME 15 END OF SECTION Revision Log S[.IMMARY OF CHANGE CiTY OF FpRT WORTI-� 2023 CONCRE'I'� RESTORATION CON'I'R.4CT 3 STANBAR� CONSTItUCTION SPECIFICATION DUC:UMENTS Revised 7uly 1, 2011 CITY PROJECT AIO. 104182 015813-1 TEMPORARY PR0IECT SIGNAGE Page 1 of 3 1 2 3 P.A RT 1- GEN�RAL 4 1.1 SUMMA1tY SECTION O1 58 13 TEMPORA.RY PROJECT SIGNAGE 5 A. Section Includes: 6 1. Temporary Project Signage Aequirements 7 B. Deviation�s from tl�is City of Fort Worth Standard specificatian 8 1. None. 9 C. Related Specifica�ion Sections include, but are not necessarily limited to: 10 1. Division 0-- Biddrng R�qu�r�ments, Cantract Farms and Conditions of ihe Cont�•act 11 2. Divisioz� l— Gezieral Requirements 12 1.2 PR,�CE AND PAYMENT PROCEDiTRES 13 A. Measuremei�t and Payme��t 14 1, Work associated with this Item is cansidered subsidiary to the various Items bid. 1 S No separate payment �c�vill be allorved for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMTNYSTRATI'VE REQUIItEMENTS [NOT USED] 18 1.5 SUSNIITTALS [NOT USED] 19 1.G ACTrON SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 21 1.7 CLOS�OUT SIIBMTTTALS [NOT USED] 1.8 MAINTENANGE MAT�RIAL SUSNIYTTALS [NOT USED] 22 1.9 QUALITY A�SUItANCE [N4T LTSED] 23 1.10 DELIVERY, STOR.AGE, AND HANDLING [NOT USED] 24 1.11 FIELD [S�TEJ CONDITIONS [NOT USED] 2S l.l� WARR�NTY [NOT USED] 26 PART � �- PRODUCTS 27 �1 �WNER FiJRNISHED [aRJ OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 �.� EQTJIPMENT, PRQDUCT TYPES, AND MATERIALS 29 A. Design Criteria CITY QF FORT WORTH 2O23 CpNCR�TE 12GSTOI2AT'lON COI�iTftACT 3 STAi�117Ai2.C7 CO?�lSTRUCTIQN SPECiFICAT[ON DOCi1MENTS Revised Ju[y 1, 2D11 CjTY PROJ�CT NO. 104182 1 2 3 4 5 6 7 01 58 13 - 2 TEMPORARY PROJECT SIGNAG� Page 2 of 3 1. Provide free standing Project Designation Sign ii1 accordaiice with City's Standard DetaiIs for project signs, B. Maierials 1. Sign a. Canstructed of 3/a-incll fir plywood, grade A-C {exterior) or better �.3 ACCESSORIES [NOT USED] �.4 SOURCE QiTALITY CONTROL [NOT USED� 8 PART 3 - EXECUTION 9 3.l INSTALLE1t5 [NOT USED] � a 3.2 EXAMINAT�ON [NOT USED] ] I 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATTON 13 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 A. General 1. Provide vertical ins#allatian at extents of project. 2. Re�ncate sign as needed, upon request of Y.he City. B. Mflunting options a. Slczds b. Pasts c. Barricade 3.� RCPAIIt / RESTORATION [NOT USED] 3.6 RE-INSTALL�TION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT US�D] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTNT.C�ES [NOT USED] 3.1� PROTECTION [NOT USED] 3.13 MAINTENANCE 29 A. General 30 1. Mai�tenance wiIl include painting azid repairs as needed or direeted by the City. 3I 3.14 ATTACHMENTS [NOT USED] 32 33 END OF SECTION C1TY DP FORT WORTH 2O23 CONCRETE RESTORATIOh! CQNTI7AC'f 3 STANDARD CONSTRLICT[ON SPEGIFICATIQN bpGUM�NTS Revised ]u�y I, 2p11 CITY PROJECT NO. 104182 41 58 13 - 3 TEMPORARY PR07ECT SIGNAGE Page 3 of 3 Revision Lng DATE NAIWTE SUMMARY OF CHANGE CiTY OF FORT WflRTH 2O23 COi�1CRETE RESTORATIQN CONTRACT 3 STANI7AR.D CONSTRUCTION SP�CIFICATi01V DOCUM�.NTS Revised Ju1y l, 201 ] C1TY PItOJECT NO. lft�4182 O1 GO 00 PRODUCT RGQU]I2EMENTS Pa$e 1 of 2 SECTTON 0160 QO PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1, References for Product Requirements and City Standard Praduets List B. Deviations from tliis City of Fort V�orth Standard Specification I. None. C. Related �pecification Sections include, but are not necessarily Iimited to: I. Division a— Bidding Requitemeirts, Contract �ortns and Conditions of the Cont►-act 2. Division 1-- General Requirements 1.2 PR�CE AND PAY1VlENT PROCEDUItES [NOT IISED] 1.3 REFERENCES [NOT USED� 1.4 ADNIINISTRATNE R.EQUIREMENTS A. A list of City appraved products for use is available througl� the City's website at: https://apps.fortworthtexas.gov/PrajectReso�rces/ and following the directo�y path; 02 - Construction Dncum�ntslStar�dard Products List B. Only products specifically includ�d on City's Standa�•d Prnduct List in these Cant�•act Documants shall be allowed far use on the Project. 1. Any subsequently approved products will anly be allowed for use upoa� spsc��c approval by the City. C. Any specific product requirements in the Contraci Documents supersede similar products included nn the City's Standard Praduct List. 1. The City reserves the right to not allow proc�ucts ta be used far certain projects er�en though the product is listed on the Gity's Standard Product List. D. Aithough a speciftc product is included on City's Standard Peoduct List, �ot al[ products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard prnduct. E. See �ectinn O 1 33 00 for submittal requiremants of Product Data included on City's Standard Produet List. 1.5 SUBMITTALS [N�T USED] 1.6 ACTION SUBMITTI�LSIINFORMATIONAL SUBNIITTALS [NOT USED] l.q CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTAL5 [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF i^ORT WORTH 2O23 CDNCRETE RESTORATIDN CONTR ACT 3 STAI�DART� CONSTRUCTION SP�CIFTCA`1'[pN bQCLIM�NT5 City ProjectNurrtber 104I82 Revised Niarch 9, 2020 O1 60 00 PRODUC'I' RCQIlIIiEM�NTS Page 2 of 2 1.10 DELNERY, STORAGE, AND HANDLING �NOT USED] 111 F�ELD [SIT�] CONDITIONS [NOT USED] 1.12 WARRAN iY [NOT USED� PART 2 - PRODUCTS [NOT U5ED] PART 3 - EXEC�UTION [NOT US�D] END OF SECTION Revisian Log DATE NAME 1q/12/12 D. Johnsnn 3/9/2Q20 D.V, Magafia SUMMARY OF CHANG� Modified Loc�tion of City's Standard Product List Removed reference to Buzzsaw and nated that the City approved products list is accessible through tlle City's website. C1TY OF FORT WdRTH 2O23 CONCRETE RESTQRATION CONi'RACT 3 STANDAI2D CONSTRUCTION SPECITICATION DOCUMENTS Ciry ProjecYNumher 104182 Revised Ivlarch 9, 2020 01 70 00 - 1 MOBILIZATiON AND REMOBILIZATION Paga 1 af 4 2 3 PART l. - GENER_Ai, 4 1.1 SUIVIMARY 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 3Q 3I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 sECTroN a� �o 00 MOBILIZATION AND REMOBILIZATI�N A. Sec�ion Includes: 1. Mobilization and Demobilizat�on a. Mobilization 1) Transportation of Contract4r's personnel, eguipment, and operating supplies to the Site 2) Establishment of necessary general facilifies for the Contractor's operaiion at the 5i�� 3) Premiums paid %r performance and payment bonds 4) Transportation of Coniractor's p�rso�nel, equiprnent, and operating supplies to another location within the designated Site 5) Relocation oinecessary general facilities %r the Contractar's operation fram 1 location to anoiher location on the Site. b. Demobilization 1) Tra�sportation of Confxactor's personneI, aquipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Rernoval of aIl buildings and/nr ather faciIities assembied ai the Site for this Contract c. Mobilization and Demobilization do not include activities for speeific items af wark t�at are for which payment is provided els�where in the contract. 2. Remobilizatian a. Remobilization for Suspension of Work specificalIy required zn the Cantract Documents or as required by City includes: 1) Demabilizatian a) Tra.nsportation of Contractor's personnel, equipment, and operating supplies frorn the Site including disasse�nbly or temporarily securing eyuipment, supplies, and other facilities as designatad by t�e Contract Documents �ecessary to suspend the Work. b) Site Clean�up as designated in the Contract Documents 2) Remobilizatioz� a) Transportation of Contractor's personnel, equipment, and aperating supplies to tt�e Site necessary to resume the Work. b) Estahlisl�ment of necessa�y general facilities for the Cantractor's operation at the Site necessary to resume the Work. 3) No Payments r7vill be made far: a) Mobiliza�ian and Demobilization from one location to another on the Site in the normaI progress of performing the Work. b) Stand-by or idle tinne c) Lost profits 3. Mabilizations and Demobilization for Miscellaneous Projects a. Mabilization and Demobilization CITY OF FORT V,�p12TI-I STANDARD CONSTRIfCTION SPECIFICATION DOCUMENTS Revised Novemher 22, 2016 2023 GONCRETE RESTORATION CONTItACT 3 CITY PROJECT NO. 104182 oi �o oa -z IvIQHILIZATION AND REMOBILiZATIOtV Page 2 af 4 l 2 3 4 5 6 7 8 9 i0 i1 12 13 14 i5 16 17 18 19 20 1} Mobilization shall consi,st of tlza activities a�1d cost on a V4Jark Order basis necessary for; a} Transportatzon of Contractor's persannel, equipment, and operating supplies to the �ite far the issued Wark Order. b) Establishment of necessary geiieral iacilities for the Cantractor's operation at the Site far tl�e issued Work Order 2} Demobilization shall consist of the activities and cost necessary for: a} T�•ansportatian of Conteactor's personnel, aquipmant, and operating supplies from tl�e Site including disassembly for each issued Work Order b} Site Clea�-up for each issued Work Order c} Removal oi all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization c�o not include activities for specific items of work far which payment is provided elsewl�ere in the cantract. 4. Emergency Mobilizations and Demobilization for MisceIlaneous Projects a. A Mohilization for Miscellaneous 1'rojeets when diracted by the City and the mobilizatian occurs within 24 hours ofthe issuance ofthe Wark Order. B. De�iations from this City of Fort Worth Standard Spscification i . None. 21 C. Related SpeciFication Sections include, but are not necessarily limited to: 22 1. Division 0— Bidding Requirements, Contract Forms and Conditior�s of the Contract 23 2. Divisian 1— General Requirements 24 L� PRICE AND PAYMENT PROCEDiTRES 25 26 27 2$ 29 30 3T 32 33 34 35 36 37 38 39 �0 A. Measurement and Payment [Consult City DeparhnentlDivision for direction o» tf Mobilization pay it�m to be included or the item shoUld 6e subsidiary. Include the appropria�e Section 1.2 A. � .] 1. Mobilization and DemobiIization a. Measure 1) This Item is considered subsidiary to the various Ite��s bid. b. Payment 1} The uvQrk perfaz-med and materials furnished in accardance with this �tezxz are subsidia�y to the various Iterr�s bid and no other co�npensat�on will be allowed. OMMI'TT�D 2) The work per%rmed and materials furnished for demobilization in accordance with this Item are subsidza� ta the various Items bid and no other compensation will be allowed. 4T 2. Rcmobilization for suspensinn of Work as specifcally required in the Contraat 42 Documents 43 a. M�asurement 44 1} Measurement for this Item shall be �er each remobilizatian performed. A5 b. Payment CITY OF FORT WORTH 2O23 CONCR�'T� RESTORATION CONTRACT 3 STANDARb CQNSTRUCTIQN SPECTFICATIQN bpCLTMEhlTS Revised November 22, 2016 CITY PROJ�CT NO. 104182 oi�aao-� MOBIL�ZATION AND R�MflBILIZATiON Page 3 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 44 41 42 43 44 45 e. � 1) The work performed and materials iurnished in accorc�ance with this Ytem and measured as provided under "Measurement" wilt ba paid for at the unit price per each "Specified RemobilizatiQn" in aceordance with Contract Documents. The price shall include: 1) DemobiIization as described in Section I.I.A.2.a.1) 2) Re�x�obilization as described in Section 1.1.A.2.a.2) No payments will be made for standby, idle time, ar lost pro�ts associated thzs Item. 3. Reinobilization %r suspension of Worlc as required by City a, Measurement and Payment 1) This shalI be submitted as a Contract Claim in accordance with Article 10 of Sectian 00 72 00. 2) No �ayme�rts will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demohilizations %r Miscellaneous Projeets a. Measurement 1) Measurement for this Item shall6e for each Mobiiization and Demobilization r�quired by the Contract Documents 6. Payment 1} The Work performed anci rnaterials furivshed ii� accordance with this Item and rneasured as pi•ovided under "Measurement" vvil� be paid for at the unit price per eacl� "Wark Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered suhsidiary to mobilization and s�aIl not be paid for separately. c. The grice shall inelude: 1) Mobiliza�ion as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Seotion 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or 3ost profits associated this Item. 5. Eme��gency Mobilizations and Dernabilizations for Miscellaneaus Projects a, Measurement 1) Measurement for this Ttem shall be for each Mobilization a�id Dezn.obilization reqliired b�+the Contract Documents b. Payment 1) The Wark performed and materials furnislled in accordance with this Item and measured as provided under "Measurement" wilI he paid %r at the unit price per each "Work Order &nnergency Mobilization" in accordanca with Contract Documents. Demobilization shalI be considered subsidiary to tr�obilization and sha�l not be paid for separately. c. The price shall inelude 1} Mobilization as described in Seation Ll.A.4.a} 2j Deinobilizatioa� as described in Section I.1.A.3.a.2) d. No payments will be mac�e for standby, idle time, or lost profits associated this Itetn. 46 1.3 REFERENCES [NOT USED] 47 i.� ADMINrSTRATrVE REQi71ItEMENTS [NDT USED] CITY OF FORT WORTH �aTANDAIiD COiVSTRUCTION �aPECIFICATION DOCUMENTS Revised tVovemher 22, 2016 2023 CONCRETC 12�5'1'ORATIpN CONTRACT 3 CITY AROJECT NO. ] 04182 oi �oao-a MOBILIZATION ANI7 R�ivIOBILIZATIQN Yage � of 4 I 1.� SiJBNIITTALS [NaT [ISED] 2 I.6 INFORMATIO1�iAL SUBMITTALS [NOT U5ED] 3 I.'� CLOSEOUT SUBIVIITTALS [NOT USED] 4 1.8 MAINTENANCE MA,TERiAL SUBNIITTALS [NOT iTSED] 5 1.9 QITALITY ASSURANCE [NOT USED] 6 1.10 DELI'VERY, STORAGE, AND HANDLING [N�T USED] 7 1.11 FiELD [STI'E] CONDITIONS [NOT USED] 8 Ll� WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EX�CUTiON [NOT US�D] 1l 12 DATE i uzz��6 13 END OF S�CTION Revision Log I NAME Si]MMARY OF CHANGE I Michael Owen 1.2 Price and Payment Procedures - Revised speci�cation, inoluding blue text, to I make specification flexible for either subsidiary or paid bid item %r Mobilization. � CITY QF FaRT WORTf3 2D23 CONCRETE RESTORATIOI� CON7'i�1CT 3 STANbARb CONSTRUCTIOM SPECIFICATION DOCC3M�I�TS Revised November 22, 2015 C1TY PROJECT NO. 104182 D17123-1 CONSTRUCTIOI�f STAKiNG AND SLTRVEY Yage 1 of 8 SECTION 0171 �3 2 CONST�UCTIDN STAKING AND SURVEY 3 PART ] - GENERAi, 4 L1 SUMMARY 5 6 7 8 A. Section Includes: 1. Raquirements for construction staking and cat�struction survey B. Deviations from this City oi Fort Worth Standard Specification 1. None. 9 C. Relat�d S�eciiication Sections include, but are not necessariiy limited to: 10 1. Division 0— Bidding Requirements, Contract �orms and Conditions of the Contract 11 2. Division �— General R�qnirezxients 12 1.2 PRIC� AND PAYMENT PROCEDiTRES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payrnent 1. Construction Staking a. Measurernent 1) Measurement for this Item shall be by Iump svm. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the luinp surn price bid for "Construction Stalcing". 2) Payment far "Constructian Staking" shall be made in partial payments pror�ted by work completeci eompared to tatal work inciuded in the Lump surn item. c. The price 6id shall include, but not be limited to the following: 1} Verification of control data provided hy City. 2} Placement, maintenance and raplacement of required stakes and markings in the �eld. 3} Preparation and submittal of construction staking documentation in the fortti of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1} This Item is cansideretf subsidiary to the various Items bid. b. Payment 1) T�e work parformed and the materials furnished in accardance vvith this Item are subsidiary to the various Items bid and na ather cnmp�nsation will6e allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall he by Iump su�nn.. b. Payment 1) The work p�rfortned and the rnaterials furnishad in accardance with this Item sha11 be paid fo�' at the Iump sum price bid for "As-Built Survey". CI'I'Y OI' Fpl2'1' WOl2TH STANDARD CONSTRUCTIOi�] SPECIFICATION DOCUMENTS Revised I+ebruary 14, 2018 2023 CONCRETE RESTORATIQN COZVTRACT 3 C1TY PRadECT N0,104182 017] 23-2 CONS'CRUCTION STAKING AND SURVLY Page 2 of 8 I 2 3 4 5 6 7 8 9 A. De�nitions 1 Q I..3 REFERENCES l] 12 13 14 15 16 17 18 I9 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 1. City of For1; Woi�th — Construction Staking Standards (availabie on Gity's Buzzsaw vvabsita} —� 1 71 23. l 6.01_ Attaehment A_Surv�y Staking Standatds 2. City of Fort Worth - Standard Survey Data Gollector Library (fxl) files (availab�e on City's Buzzsaw website). 3. Texas Dapartment of Transportation (TxDOT) Sur�ey Manual, latest revision 4. Texas �ociety af Professional Land Surveyars (TSPS}, Manual of Practice for Land Surveying in the State oi Texas, Ca�egory 5 3�4 1.�4 ADiVI�YSTRATIVE REQUll2EMENTS 35 A. The Cantractor's selection of a surveyor must comply wit� Texas Government 3G Cade �2�4 (qnali�catioras based selection) for f�is project. 3? 1.� SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Sectiop O1 33 00. 3R B. All submittals shall be received and reuiewed by the City priar to dalivery vf work. 4q 1.6 ACTIQN �USMITTALS/INFORMATIONAL SUBNIITTALS 4l A. Field Quality Contro] Submittals CITY OF FQRT W�RTH 5TAI�IDARD CO3VSTRUCTION SPECIFI�ATION DOCUMEIVTS Revesed l� ebrwary 14, 2018 2 3 4 2) Payment for "Construction Stal�ing" shall be made in partial payments prorated by worlc completed compared ta tatal woric included in the lun�p sum item. c. The price bid shall include, buf not be liinited to the �ollowing:: 1) Field measurements and survey sl�ots to identify Iocatian of completed iacilities. 2) Documentation and subinittal af as-built survey data onto contractor redline plans and digital survey f les. Gons#ruction Survev, - The survey measwements made prior tc� or while constructian is in progress to control elevation, horizontal position, dimensions and cornfiguration of structures/improveinenis included in the Project Drawings. As-built Survev —The measurements rriade after the canstructian of the improv�ment featuras ars complete to provide position coordinates for the features of a project. C'�,,,�trr,�rion Stakin� — The placement of stakes and maricings to provide offsets and elevations to cut and fill in order to locate on the ground tiie designed structui°eslimprovements incIuded in the Project Drawings, Construction staking shaIl include staking easamenis and/nr right of way if indicated on the plans. Survev "Field Cheeks" — Measurements made after construction sta�Cing is completed and before construction work begins to ensure that sn'uctures marked on the grouzad are accurately lacated per Project Drawings. B, Technical References 2023 CONCRF..TE RF,STORATION CONTRACT 3 CITY PROJ�CT N0.104182 01 71 23 - 3 CON51'RiJC7'ION STAKING AI�ID SURVEY Page 3 of 8 1 1. Dac�amentation verifying accuracy of field engineering work, including caordin�te 2 con�ersions if plans do not indicate grid or ground coordinates, 3 2. Suhmit "Cut-Sheets" conformirrg to the standard template provided by the City 4 (refer to O1 71 23.16.01 — Attachraaent A— Survey Staking Standards). S 1.7 CLUSEOUT SUBNIITTALS 6 B. As-built Redline Drawing Subrriittal 7 8 9 10 1I 12 13 I4 I5 1. Suhmit As-BuiIt Survey I�adIine Drawings docum�nting the lncations/clevations of construeted irriprovements signed and sealed by Registered Professianal Land Surveyor {RPLS} responsibla for the work (refet• to O l 7l 23.16.01 — Attachment A — Surv�y Staking Standards) . 2. Contractar sha11 submit the proposed as-built and completed redline drawing submii�al o�e {1} weelc prior to scheduling the project final inspection for City review and corninant. Revisians, iinecessary, shalI be made to the as-built redline drawzngs and resubrriitted ta the City prior to scheduling the construction final inspectian. I6 1,8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USEDJ l7 l.9 QUALITY ASSURANC� l8 A. COT15t1'UCt1011 St7�C111g 19 1. Construction stalcing will be performed by the Contractor. 20 21 22 z3 24 �5 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2. Coordina�ion a. Contact City's Project Representativ� at least ane week in ad�ance natifying the City of w�en Construction 5taking is scheduled. b. rt is the Contractor's responsibiIity to coordinate staking such that constructian activitias are not deIayed or negatively impacted. 3. Genera,l a. Contractor is responsihle for preserving and inaintaining s#akes. If City surveyors are required to re�stake for any reason, the Contractor wi116e responsible for costs to perform staking. If in the opinion ofthe City, a suff'icient number of stakes or markings have been lost, destroyed disturbed or vmi�ed that the contracted Work cannnt take place then the Contractor will be required to s#ake or re-stake the daficient areas. B. Coiistruction Survey 1. Constructian 5urvey will be perfor-�ned by the Contractar. 2. Coordination a. Contraetar to verify thai horizontal and vertical contral data established in the design survey and required for construction sur�ey is a�aiIable and in place. 3. Gen�raI a. Consfiruction survey �vill be performed in order to construct the work sho�n on the Cnnstruction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perfonn canstruction survey and verify contral data including, but not limited to, the following: 1} Verification tha� establishec� benchmarks and conti•ol are accurate, C1TY OF FORT WORTH STANI)AR� CONSTRUCTION SP�GIFICATION DOC[jMENTS Revised Cebruary 14,201$ 2023 CONCRETE RESTORATION COI�TRACT 3 CiTY PROJECT NO. i 0�182 OL 7123 -4 CQI�[STRIfCT10N STAKING AiVD SURV�Y Page 4 of 8 1 2} Use of Bench�narks to furnish ai7d maintain a11 reference liiles and grades 2 for tunneling. 3 3) Use of Iine and grades to establisl� the location of the pip�. 4 4} Subinit to the City copies af f eld notesused to establish all lines and 5 �i-ades, ifrequest�d, and allow the City to cl�eck guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide accass for the City, if requested, to verify the guidance sys�em and 8 the line a�nd grade of the earrier pipe. 9 6} The Contractor remains fully respausible for the accurac� af the work and 10 correction of it, as required. 11 7) Monitor line and grade cantinuously during construction. 12 $) Record deviation with �•espect to design line and grade once at each pipe 13 joint a�1d sub�nit daily recards ta the City. 14 9) If the installation daes not meet the specified tolerances {as Qutlined in l5 Sectians 33 OS 23 a��d/or 33 OS 24}, imrnediately notify the City and cor�-ect 16 the installation in accordance vvith the Contract Documents. 17 1$ 19 zo 2i 22 23 24 25 26 27 28 29 30 31 3z 33 34 35 36 37 C. As-Built Survey l. ReqLiired As-Built Survey will be performed by the Contractor. 2. Coordinatioil a. Contractor is to coordinate with City to cc�nfirm which features reyuire as- built surveying. b. It is the Conh•actor's responsibility to caordinata the as-built survey and reyuired measuremenis f�r items that are to be buried such that construction acti�vities are not delayed or ��egatively iinpacted. c. �'or sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark tlle location during the progress of coilstructi�n and take as-built survey after tlie facility has been buried. The Contractor is responsible for the quality co��trol ne�ded to ensure accuracy. 3. General a. The Contractor shall provide as-built sUrvey including the elevation and location (and provide written dacumentation to the City) of constructian features during the progres� nf the constr�ction incIuding the following: 1} Wat�r Linas a) Top af pipe eIevations and coordinates far �vaterlines at the fol�owing Iocatians: {1} Minimum every 250 linear feet, including (2} H�rizontal and vertical points of inflectio��, curvature, 38 etc. 39 (3} Fire line tee 40 {4} Plugs, stub-outs, dead-end lines 41 {5} Casing pipe (each eild} and a3l buried fittings �2 2) Sanitary Sewer 43 a) Top af pipe eIevations and caordinates for farce mains and siphon 44 sanitary sewer lines (non-gravity facilities} at the follawing locations: 45 (l } Minirnum er�ery 2501inear f�et aud any buried t'ittings 46 (2) Horizontal and vertieal points of inflection, curvature, 47 etc. 48 3} Starmwater — Nat Applicable CiTY OF FORT WORTH STANl]A.CiD CpNSTRUCTTpN SPECIFICATION bqCCIMENTS Revised February 14, 2Q18 2023 CONCRETE RESTORATION CDNTRACT 3 CITY PROJECT N0,1041 g2 91 7l 23 - 5 CONSTRUCT[ON S'I'AKING AND SUI2V�X Page 5 of 8 1 2 3 4 5 6 7 8 9 IO II I2 13 i4 IS l6 ]7 1S 19 20 2I 22 23 24 25 b. Tlse Contractor shail provi�e as-built survey including the ele�ation and lacatioz� (and pro�ide written documentatioii �o the City) af construction features af#er the construction is completed incluc3ing the following: 1) Manholes a) Rinn and flowline eievaiions and coordinates far each manhole 2) Water Lines a) Cathodic protection test stations b} Sampling statioz7s c) Meter boxeslvaults (All sizes) d} Fire hydrants e} Val�es (gate, but�erfly, etc.) � Air Izelease valves (Manhole rim and vent pipe) g) Blow off valves (Manhale rim and valve lid} h} Pressure plane valves i) Underground Vaults (1) Rim and flowline eIevatians and coordinates for each iJnc�erground Vault. 3) Sanitary Sewer a) Cleanouts (I) Rim and flowline elevations and coordinates for each b) Manholes and Junctian Structures (1) Rim and �lowline eIevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 110 DELIVERY, STORAGE, �1ND IIANDLING [NOT IISED] 26 I.11 FIELD [S�TE] CONDTi'IONS [NOT USED] 27 I.12 WARRANTY 28 PART 2 - PRODUCTS 29 30 3l 32 33 34 35 36 37 38 39 40 41 42 43 44 A. A eonstruction survey will produce, but will not be limited to: 1. Recovery of relevant control p�ints, points of curvature and points of zntersection. �. Estabiish temporary horizontal and vertical conteol elevations (benchmarks} sufficiently permanent az�d located in a ma�ner to be used throughout construction. 3. The location af planned facilifies, easetnents and improv�ments. a. Establishing final line and geade stakes for piers, floors, grade beams, p�rking areas, utilities, streets, highways, tunnels, and other construction. b. A recard vf revisions or correctians noted in an ord�rly man��er iar re%rence. c. A drawing, when required by the cIient, indicating ibe horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shaIl be provided to t11e City inspector and Survey Superintendent for a11 construction staking projects. These cut sheets shall be on the standard city tennplate which can be obtained from the Survey Superintendent (817-392-7925). S. Digital survey files in the following farmats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefil� (.shp) CITY OF FOR'i WQRTH STANDARD CONSTRUCTION SPECFFICATION DOCUMENTS Revised FeUruary L4, 2D18 2�23 CONCRETE RESTORATIQN COTITRACT 3 CITY PROJ�C'F N0.104182 q17123-6 CONSTIZUC'I'ION S'I'AKI[`fG AND SURVEY Page6of8 1 a CSV fle (.csv) 2 6, Survey files shall inciude vertical and horizontal data tied to original project 3 cantrol and benchmarks, and shall inciude �eaiure descriptions 4 PART 3 - EXECUTION 3.1. IlVSTALL�RS 6 A. Talerances; 7 I. The staked loca�ion of any i�nprovement oa• facility should be as accurate as 8 practicaI and necessary. The degree of precisioii required is dependent on many 9 factars alI of which must remain judgrnentaL The to�erances Iisted hereafte:r are l0 based on geileralities az�d, under certain circumstances, shali yield to specific 11 requirements. The surveyor shall assess any situation by r�viev�+ af the overall plans 12 and through consultation witi� responsible paz'ties as ta the need for specifie 13 tolerances. 14 a. Earthwork: Grades for earthwork or rnugh �ut should not exceec# 0. l ft. vertieal 15 tolerance. Horizontal alignment far earthwork and rough cut should not exceed 16 1.Q ft. tolerance. I7 b. HorizantaI alignment on a struciuz•e shal] be within .O. Ift tolerance. 18 c. Paving or cancrete for streets, curb�, gutters, parking ar�as, drives, alleys a��d 19 walkways shall be located vwithi�l the confines oftlte site boundaries and, 20 occasionally, alo��g a boundary or any other restrictive liiie. Away iram any 21 restrictive line, these iacilities should be stak.e�l wzth an accuracy producing no 22 more than O.OSft. tolerance fro�n their specified Locations. 23 d. Underground and overhead utilities, such as sewers, gas, water, telepl�ona and 24 electric Iines, shall be located hori�ontally wzthin their prescribed areas or ZS easements. Within assigned areas, these utilities should be staked wifl� an 26 accuracy producing no rnore than 0.1 ft tolerance from a specified location. 27 e. The accuracy req�ired for t��e vertical locatian of utiiities varies widely. Many 28 underground utilities requir� nniy a minirr�.ur�n covea• and a talerance of 0.1 ft. 29 should be maintained. Underground and averhead utiIities on planned proitle, 30 but not depending on gravity flow %r performance, should not exceed 0.1 ft. 31 tolerance. 32 B, Surveying instruments shall be kept in close adjustment according to manufacturer's 33 specifications or in compIiance to standards. The City res�rves the right to request a 34 caIibration report at any time anci r�commends regular maintanance schedule be 35 perFormed by a cartified technician e�rery C months. 36 37 38 39 40 41 42 43 1. Field measurements of angles and distances shall be done in such fashion as to satisiy tlie closures and to�erances expressec� in Part 3.1.A. 2. Vsr�ical locations shall be established from a pre-established benchmark aiyd checked by closing to a diFferent bench mark on th� same datum. 3. Constrtiiction survey fi�ld vvork shail correspond to the client's plans. Irregularities or conflicts found shall he reported promptly to the City. 4. R�visions, corrections and other pertinent data shall be logged for futiare reference. 44 3.� EXANIINATION [NOT USED] CITY Q�' FORT WORTH STANDARD CONSTRUCTION SPECiP1CATION DOCUIVI�NTS Revised Tebruary 14, 20I& 2a23 CaNCR�'1� RESTf)RATIqN CONTRACT 3 CITY PROJECT N0.104182 a i �i z.� - � CO[�fSTRUCTION 3TAK]NG AND SURVEY P�ge 7 af 8 1 3.3 PREPARAT�ON [NOT USEDj 2 3.4 APPLICATION 3 3.5 REPAIl21 RESTOR.ATION 4 A. If the Coniractor's work damages or destroys one or more of Yhe control 5 monuinentslpoints set by the City, the monuments shall be adequately referenced fo�• 6 expedien� restor�tion. 7 1. Notify City if any control data needs to be restored or replaced due to damage S caused dut'ing COnStruCiiOn Operation5. 9 a. Contractor shall perforrn replacements a.ud/or restorations. 10 b. The City may require at any time a survey "Field Clieck" of any rnonument 11 or benchmarks that are sat be verifisci by the City surveyors before further 12 associated work can move forward. 13 3.6 RE-INSTALLATION [NOT USED] I4 3.7 FIELD [o�] SITE QUALITY CONTROL l5 A. It is the Contractor's respansibility to maintain ail stakes and control data placad by the l6 City in accordance witl� this Specification. This includes easernents and right of way, if l7 noted on tlie plans. 18 B. Do not change or relocate stakes or control data without approval from the City. 19 3.8 SYSTEM START[JP zo 21 22 23 24 25 26 27 28 29 30 31 32 33 A. �urvey Checks 1. The City reser�+es the right to perform a Survey Check at any time deemed necess�ry. 2. Checks by City personnel ar 3"d party contract�d surveyor are noi intended to relieve the contr�ctor af his/her responsibility far accuracy. 3.9 ADJUSTING [NOT USED] 3.1U CLEANING [NOT USED] 3.II CLOSEOUT ACTIVIT`IES [NOT US�D] 312 PRUTECT�ON [NOT USED] 3.13 MAINTENANCE [NOT USED] 31Q� ATTACHMENTS [NOT iTSED] END OF SECTION Revision Log DATE I NAME I SUMMARY OF CHANGE CiTY dF FOItT WORTH 2O23 G�NCI2�TE R�ST(7RATION CL3NTKACT 3 STANDARD COI�[S'fRUCTIQN SPECIFICATI0�7 DOCLTMENTS Revised February 14, 2015 CITY PROJECT i�I0104182 ai��-$ CO3VSTRiJCT[ON STAKIMG AND SURVEY Page8af8 8/31/2012 D.Johnsan Added instructian and modified measurenient & payment under ].2; added 8/31/2017 M. Owen definitions aad ►•efea•ences undec• 1.3; modified 1.6; added I.7 claseout submittal requirements; modif ed 1.9 Quality Assurance; added PAI2T 2— PRODUCTS ; Added 3.1 Installers; added 3.5 RepairlRestoration; and added 3.8 System Startup. Removed "blue te�"; re�ised measurement and payment sections for ConsCruction Staking and As-BuiEt Survey; added reference to selection compliance with TGC z/141201$ M qwen 2254; revised action and Closeout su6mittal reGuirements; added acceptable depth measurement criteria; revised list of iterns requiring as-built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WiORTH 2O23 COi�GIiETE R�STORATION COiVTRACT 3 S'1'ANb�R17 CO1V5T1iUCTION SPECIFICATIpN DDCUMENTS lievised FebruAry 1Q, 2018 C1TY YROJECT N0.104182 , � ��ti�n 0� i� 23.0� �Att�chr��ntA Surv�y St�kin� �t�r�d�rds February 2017 G��Users�lslamT�RppData�Lacal�7emp�Q17123.16,01_Attachment A_Survey Staking 5tand�rds.dacx Page 1 of 22 These pracedures are intended to provide a standard rnethod for canstruction staking services �ssociated with the City of Fort Worth pro�ects. These are nat �o be cansidered all ir�clusive, but only as a general guideline. Forprojects an TXDQTright-of-wayorthraugh joint'TXoOiparticipation, adherence to the TXDOT Survey Manual sha116e followed and if a discrepancy arises, the TKDOT manual shall prevail. fhttn://anlinemanuals.txdot.eov/txdotmanuals/ess/ess.r�df1 If you ha�e a unique circumstance, please consult with the project manager, 9nspector, or sur�ey department at 817-�92-7925. �able Ofi COn��n�S I. City af Fort Worth Contact Infarmation II. Construction Colors III. 5tandard Staking Supplies IV. Survey Equipment, Control, and Datum 5tandard5 V, WaterStaking VI. Sanitary Sewer Staking VII. Storm Stal<ing VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Surv�y C:�Users\IslamT�AppData�Loca1�Temp�017123.i6.01_Attachment A_5urvey Staking Standards.docx Page 2 of 22 � Sur�e� ��partmenf �on�acx Informati�n Physical and mailing address: 8851 Camp 6owie West Boule�ard Suite 300 Fart Worth, 7exas 763.16 Office: (817j 392-7925 Survey 5uperint�ndent, direct line: (817j 392-8971 � �ons�ru��ian �olors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary, Utility � PROPOSEb �XCAVATION ALL EL�CTRIC AND CONDUITS I POTABLE WATER GA5 OR O�L TELEPHON�/FIBER OPTIC SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, Af�D ALL PAVING INCLUDING CURB, SID�111IALK, BUILdING CORNERS I SANITARY SEWER I IRRlGATIOfV AND RECLAIMED WAT�R III. �tandard ��akin� Supplies Item Lath/Stake Wooden Huh �Z"x2" min. square preferredj Pin Flags (2.5" x 3.5" preferred} Guard Stakes PK or Mag nails lron Rods (1/2" or greater diarneter) Survey Marking Paint Flagging Marking Whislcers (feathers) Tacks (for marking hubsj Color WHITE Y�i.L01N OI�AN�� lfVl( �i•'1,�.4-J, t', T . 5��" : � � �►Yinimum s'rae 36" tall � 6" tall I Z1"long I f�ot required I 1" lon� I 18" long I Water-6ased I 1" wide � 6" long I 3/4" long I C:�Users�fslamT\AppData�Loca1�Temp\017123.16.Oi_Attachment A_Survey Staking Standards.docx Page 3 of 22 11/. Surerev �quipmen�, �on�rol, and �atum Standards A. City Senchmarks AI{ city benchmarks can be fau�d here: htto:Ufortworthtexas.�ov/itsolutions/GIS/ Look #or `Zaning Maps'. llnder'Layers' , expand 'Basemap l.ayers', and check on 'Benchmarks'. B, Conventional ar Robotic To#al Statian Equipment I. A minimum of a 10 arc-second instrument is req�ired. A copy of the latest calibration report may b� requested foy the City at any time. It is recommended that ar� ins�rumenfi be calibrated by certified technician at least 1 occurrence every 6 months. C. Netwark/V.R.S, anc� static GPS Equipment I. It is critical that the s�rveyor verify the correct horizontal and �ertical datum prior commencing war[c. A site calibration may be required and shall consist of at least 4 control paints spaced evenEy apart and in varying quadrants. Additional field checks of the horizontal and �ertical accuracies shall be completed and the City may aslc �or a copy af the calibration report at any time. Network GPS such as the Western Data Systems ar 5martNet systems may be used for staking ofi property/R.O.W, forced-ma9n water lines, and rough-grade anly. Na GPS stakin� #or cnncrete, sanitary sewer, storm drain, final �rade, ar anvthin� that needs �ertieal �radir�� with a tolerance af Q.25' or less is alfowed. p, Corttral Points Set All contral points set shall be accompanied by a lath with the appropriate Northi�g, �asting, and Elevation {if applicable) of the point set. Control points can be set rebar, `X' in concrete, or any ather apprapriate item with a stable base a�d of a semi-permanent nature. A rebar cap is optional, but preferred ifi the cap is marked'control point' or similar wording. aatasheets are required for all cantrol points set. DataSheet should include: A. Harizantal and Vertical �atum used, Example: N.A.D.83, Narth Central Zone 4202, NAVD 88 Elevations B. Gricf or ground distance, — If ground, provide scale factar used and base �oint caordinate, Example: C.S.F.-0.999125, Base point=Narth: 0, East=O C. Geoid model used, Example: GEOIDI�2A C:\Usars�lslamT�AppData\Laca1�Temp�D17123.16.01_At#achment A_Survey 5taking Standards.docx Page 4 of 22 E. Preferre�l Grid Datum Although many plan sets can be in surface coordinates, the City's pre�Ferred grid datum is listed below. Carefu! consideration must be taken to �erify what datum each projeet is in prior to beginn9ng work. It is essential th� surveyor �e farniliar with coordinate transformations and haw a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS 4202_Feefi Projection: Lambert�Conformal_C4nic Fa Ise_Easti ng: 19fi8500.QQ000d00 False_Northing: 6561666.66666667 Central Meridian: -98.50000000 Standard Parallel 1: 32.133�3333 Standard Parallel 2: 33.96666667 Latitude_Of Origin: 31.666G6667 Linear Unit: Foot U5 Geographic Coordinate System: GCS_Narth_American_1983 patum; � NQrth American 1983 Prirne Meridian: Greenwich Angular Unit: pegre� fil'o#e: li��;ardl�as flt whai ciaium ea�h parti:.ular projeci is in, aeliverables io the c:iiy ,,ust #�e canverted/translatecE into tl�is preferred grid dat�m. 1 copy of the deli�erable �,hot�ld be in the project da#um (whate�er it may be) and 1 copy 5hou[d 6e in the NA�83, � X i�iart�� C�`I1ti dl �i[UL ZC]T1F .:�r Yr-=------7 fiip niomin�, 40 ;�Pn,tinn peinu� �. Preferred Deliverable Format txt .cs� .dwg .job G. Preferred Data Forrnat P,N,E,Z,D,N Point Number, Narthing, Easting, Ele�ation, �escription, Notes (if applica�le) H. Preferred �ile Naming Con�ention This is the preferred format: City Project Number_Description_Datum.csv Example for a praiect that has surface� coordinates which m�st be translated: �ile 1: C1234 As-buil� of Water on Main Street Grid NAD83 TX5P �42fl2.csv File 2; C1234_As-built of Water on Main Street_Projeet Specific Datum.GSV C;\Users\IslamT�AppData�Loca1�Temp\0171, z3.16,01_Attachment R_Survey Stalcing Standards.docx Page 5 tif 22 �xample Con�rol Stakes � � � � � � � � � � w m � � � F-- � O 2 1U1� � � ¢ � _ � � J (17 w J CO � O � Z a � � W � W EL. = � �]0. OQ' _� f��- tiE � - L� . F � w m � � � � � z � �--� _ z �, o � ra�. � J � J � � Q a .� CP �� v =�000.00 d � � W � � O � � � C� � z� �- � �— _ `� �w �� J � � W �� m � W [� C� p v, w � Z � � � U ��=�oao.00 � � � � �. � � � C:\Users\IsiamT�AppData�Loca1�Temp�Di 71 �3.16.01_Attachment A_5urvey 5taking Standards.dacx Page 5 of 22 V. Wa�er Stakin� �iandards A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on e�en stations II. Painted blue lath/stake anly, no hub is required III. Grade is fio top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 1�5" and larger diarri�ter pipes V, Grade should be 3.50' belaw the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' belowthe proposed top of curb line fior 1Z" ar�d larger diameter �ipes VII. Cut Sheets are required on all staking and a copy can be received from the survey super�ntendent Optronal: Actual stakes sha!! consist of a 60D nai! or hub set with a whisker B. Centerline Staking - Cur+res I. If arc length is greater than 100', POC �Point of Curvature) offset stakes shauld be set at a 25' interval II. Same grading guideEines as abo�e III. 5taking of radius paints af greater than 100' may be omitted C. Water Meter Baxes I. 7.�' perpendicular affset 9s preferred to th� cer�ter of the box ll. Center of the meter shauld be 3.0' behind �he proposed face of curb I�I. Meter should be staked a minimum af �4.5' away from the edge of a drivev+jay IV, Grade is to tap of box and should be +0.06' higher than t�e prapased top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.�' behind proposed face of curb Il. Sur�ey offset stake should be 7.fl' from the center and perpendicular ta the curb line or water main III. Grade of hydrants should be *0.30 higher than the adjacent top vf curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed wat�r main 11. RIM grades should only �e pro�ided if on �[ans C:�Users\IslamnAppData\Local\Temp\017�. 23.15.01_Attachment A_�urvey Staking Siandards.docx f'age 7 af 2�, �xample 11Va�er S�akes �ca �r u� � �� ; � �� ,� s� 4 ; {� r-� �„ , � � �J � N � � � � � 7 � � � , w _ � . �d� �� ` a/s �, w�t.. �I� sra=z+'oo� � c-3.s� � L` � Y i � � �; � , � .� � � � � � IF �' �� 1 � � �� I ^—^ W C7 � ±� r � �� 'S � .� U - — ?�_� � LQ I 7' p f� �}��L �[.i SiAa9+72.91 �� C-3.81 � � � � � � I , � � LL � � � � � �.e ! 1 c9 - — �. 5 1417 EL.- 7�I.1fi' i � x � - - — m � i � � t � � �F .� � � p l '1 1 � z {%. � � a � �p 5 � �� * g � I i �'r� i � � "a � � �, ` � � � r W W ,t } 1 r--� "�� Z 2 � � �'# 1 n, 1 �� 4 � f � � �� < � �� _� � _ � z � �� _ � a g � � Y �.� �� [j/: �. �i%�STA=O+OU'I ��,� E-3.7ts _ tr. F•_ _ �� a o �� a � � � � � �a� � a— IDO �� w '� u�� w i- � �� r �� C:\Users\IslamT�AppData�Local\Temp�0171 23.16.01�Attachment A_Survey Staking Standards.docx Page 8 of 22 l�I. Sanitary Sewer Stakin� A. Centerline Staking—Straight LineTangents I. In�erts shall be field �erified and compared against �he plans before sfaking fl. Painted green lath/stake WI7H hub and tacK or marker dot, no flagging required III. 1 offs�t stake betwe�n manholes if manhalas are 400' or less apart IV. Offset stakes should be located at e�ert distances and perpendicular to t�e centerline V. Grades will be per plan and the date of the plans used should be noted VI. 1fi multiple lines are at one manhole, each� ]ine shall have a cut/filf and direction noted VII. Stakes at every grade brea[c VIII. Cut sf�eets are req�ir�d on all staking Optranal: Actual stakes sha11 consist o�a 60� nail or hub set with a whisker B. Centerline Staking — Curves I. If arc len�th is greater than 100', POC {Paint of Curvature) offset stakes shnuld be set at a 25' interval II. Staking of radius points of greater than 100' may be omitte� C. Sanitary Sewer Manholes I, 2 offset stakes per manhole for the purpose of providing alignment ta the contractor II. Flowline grade shauld be on ihe lath/stake for each flowline and direction noted III. R1M grade shauld only be on the stake when pravided in the plans C:�Users\IslarnT�AppData�Lacal�Temp�017123.16.�1_Attachment A_Survey Staking Standards.docx Page 9 of 22 �xample Sani�ary Se�ver S�akes r �� ',�=, _. �;�� •� �,� � , � ��` W 4 f � �... � � �'- � y�"% � � � : � - � �� Q� 7 0/S � SS�� sra�a��° "�v� c-a� I� �x a-a�ll � C-o� M� � � �. 1 + � 4 �� _ �.� � � � :�� f A�� ' S � � � � r 1 i � (�} � l � i `�-� ��y, 32' Q�S � SS��U SFA 3h71�11w� ��3� II�X C--3ull,�-� C-4� .'� J F� �� }i� �� V �� I � � � �i � " � � f � � n...+� d� S � � , ~� f � ' Q � 7' ��S �. S3 ��*�=i+Bs°'-^��-�� h i' � = � � � � � � � � # � � � � � �-�-' � �� - �� W �� ; � � ; � �� , � � a � � 7 � Z � � �� s�, �� . . � �� ! -, � _� � �� " r �� 4 >II�~ �� '� � � � �' f0 :. ��S _ 5T/4-�D+Gu S' C-��,''�''v C-5 Ft� � � , Y �� - ..� � � F� �� . �� "`� �` �� - � � % � � _ - - -- I ; �$� Q� 12� 0/5 � 55 �I �� sra�G+no1ll �'�,z e-s� ��vr aG�� $ o-og _'3 �� W � W � � � � r� a� � �� r � �� C:�Llsers\IslamT�AppData�Local\Temp�017123.16.01 Attachment A Survey Staking Standards.docx Page 10 of 22 VII. 5�orm Sewer 8s Inle� S�akin� A. Centerline Staking — 5traight Line Tangents I. 1 ofFset stake every 200' an e�en stations II, GracEes are to flawline af pipe unles5 otherwise shown on plans Ill, Stakes at every grade �reak IV. Cut sheets are required on all staking Optional: Act�a! stakes shall consist of a fi0D raail ar hub set with a whisker B. Centerline Staking — Cur�es I. If arc length is greater than 100', pQC (point of Curvaturej offset stakes should be set at a 25' interval II, Staking af radius points o# greater than �.OQ' may be omitted C. Starm Drain Inlets I. Staking distances should be measure�d from end of wing II. Standard 1Q' Inlet = 16,00' total length I II. Rec�ssed �0' Inlet = 2D.OQ' total length IV, 5tandard double 10' inlet = z6.G7'total length V. Recessed dauble 10' inlet = 3�,67' total length D. Storm brain Manho[es l. 2 offset stakes per manhole for the purpose of providing alignmer�t to the contractar II. Flowline grade shauld be on the lath/stalce for each flowline and direction noted III. RIM grade shauld only be on the stake when pra�ided in the plans C:\Users�1slamT\AppData�Local\Temp�017� Z�.16.0]._Attachment A_5urvey 5taking Standards.docx Page 11 of �2 �xample Storm Inlet Stakes �� (9oe Fxar� R.aw.y I�CiNT } ��; i� �� :t� �� T� a a � �i A m a z � � � � � �� iDEN'IF1E= -w'..�t m! r�Q af n,- r�� . � . a��ns ar+a�i�o � � � t��.�r sr�na�u � (IF N{37E0 Oq PLAN3J T�IE�iNTifiiES 6RADE � TO Fi7P OF CUR9 � � � �;� ! �i31Fs" 2RRGE � 1-a Fl.� . � � � �,�} t {sne F,mno a.aw} PLdINT ¢ � �, � ;y wua a.s�v►raM � � �R�NT (SIDE FAGING �) a � �Ay � � � � � z �. ' �D�1�nFles �ilcH � �wo oF � va� .maNs sr��fn � � � � TfC' �+ d �� , �� I � -p �, Ifl�l'ANf.FR FAii INIFi�; , ��^ ^ _ .�� SFAHDARD 16` — 1d' � RF.��'.°,SEq iQ' � 20r STAN[iARR E3SlU� SQ' m x6.67 HUB YAI'ii TACl� � -- PECESS�f} R[7�JSI.E 14� �30 67 � � ---- --.._...��—'--'-- � j � � I 9AG4{ OF ENlE7 �� i 'y" 'i,} ��. .:�;: �'�`,.,�. ' .. '.i:: :ss�• :�' • �I �I �: .. . . '�; Q1 �I A�nR �o�e '.: o � ¢I �' I I �'� � ` I BACK �3F CUi� " , BACK dF CUR9 —_�—�____ _"•►4S�IG..•i;Rk�.�.t•. _ _ _ :'k; .i•,r� � f .°{�•• .i..,, r,�+� • •. �1• _ "ri •��-� �•�f�Q�', 4j __--_—___ Fifl3,LIN5 � FAC£ OF INL�T FACE CF' Ihll.�T + J FLOWIJNE ----�---- I ELG'E OF PASiFMENT EOGE OF PAVEMEIJT I EI7� fYF PAI�EMAEH7 EOGE 9F Pk4EMENT F� ��1 T (5[aE F�kCING �} C,�Users�1slamT�AppData\Lnca1�Temp�017123.16.Q1_Attachrnent A Surv�y Staking Standards.docx Page 12 of 22 IClll. �urb and Gutt�r Stakin� A. Centerline 5taking — 5traight l.ine Tangents V. 1 affset stake e�ery 50' an even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at e�ery grade break VIIL Cut sheets are required on a!l stalcing Dptianal: Acival stakes shall consist of a 60D nail ar hub sei wiih a whisker B. Centerline Staking— Curves III. l� arc length is greater than �.00', POC (Paint of Cur�at�are) offset stakes should 6e set at a 25' interva! IV. Staking of radius points of greater than 10Q' may be omitted �xample Curb � �utter Stakes FRC�NT (SIDE FAC1h1G �) a 0 FR�NT � FRONT (si�e ��cE�vc �j ��;. �_ ,T,.�� «..�, ,r �u ,r�.. � {�dE F�RCENO $'} FROiVT -- �W {sne FaciNa � 7 u+�r aF � k ' �I o a � �� ' � P�T� U I'Il�f \ `�„ .� � � a�o- ra� Q r/a `� (SIbE F'ACIN(� R.O,'N.) �'i . _. �.._� .. � _..� � � � � Q c� N`h� � � B�G � 1111 � � � III I � �� u �T/�, ror aF ouns , E • o i� [ I I ,� .,�,. s � � - "'_.'ar�rs �� - — � j t 4 _ �� : � ... _�, � � j 1 . — �- -.� f� � I � ��`��, i r � � t � � ,� _ �� f J f� � � .r--- ,�..—.� /� f �� f � �, � l I � - , fq�� r � � � ,, j f! J ,� r- � „+'` 1 / / - - - . - 7CIi� {)� LEJFi� �} 'r� f � r�Y �� rX 7 �`' �Y r'�' x �"=.-�'r'v'� �/ _��¢._ �� r � r� I � �� y ,--x"�-- —�'Y�.�-- "- �� r �� L �J BA�K !JF CURB r'- �� -� �-�- ��'' �-�'`� �` � �,,, �- ' �,,..� `^ �..� ~r � "`�f �� F � -�� ,� ��.—" f�� FACE OF CURB � I y y.�-"`'rr �� _r_� - ��PtJ FLbkf�JLl 1V E EOGE t�F' PAV�hA�NT C:\Users�1slamT�AppData�Loca1�Terrtp�417123.16.01_Attachment A_Survey 5taking Standards.docx Page 13 of 22 �xample Curh � Gutt�r Stakes at Intersec#ion �� :�� -�� Q � �a' o/s�m �sr4 �+s��_� F+o� _ � � w — � � I t. . � �W��VF q' _ p �— �, � � ::. = �, i: '%� i o _ . . _ I� 1� :a: Of� 4 ^ — — __ Ri �. �; � o- — — •— � ,� �.�. �� :i O — -- — i� � :; :s �� O — ^ — ;�; �- ,� :; ,, F� F �j� Q e fQ� bx � m � �lI q�y Q �Vf� _ Yl bYI�� ..� � s . m � ' �gS � i� �`�c e� — 6 — e n � � � � `—.' � �� `�� , a ry}� f�t~� + �; � F VI r' � �,�.+�i � 4 -0 J ��/ �� a �� `. [.� � r . w I I� OI • IO �, I � aan� �o ��a edr� �o s�sae � ! i QI w w is I'c, '''��.555.......�� I I � _ ( P e \ � +�� ;i �d �y� Y �� ' }ii; ,� .: �l i�, �� ,, . . _�. ,OG ' : . .. ....T ...-.. .a G � 8 K�� m ! � �s � F �� w ,a� �° . �� C:�Users\Islam'T�AppData�Lnca1�Temp�01 i123.16.p1_Attachment A_Sur�ey Staking 5tandards.dacx Page 14 of 22 IX, Cu� She�ts . A. Date of field work B. Stalcing Method (GPS, total station) C. Project Name D. City Project Number �Example: CQ1234) E. Location (Address, cross streets, GPS coordinate) F. Survey c4mpany name G. Crew chief name �. A blank tempfaip can b� abtainad frnm the survey ..uperin�et�den� (see item I abavej Standard �it� Cut Sheei Date: ❑ TOTAL Staking Mlethod. ❑ GPS STATfON LOCA'�IQN' : Gity �roject Number: Proj�ct Name: ❑ OTHER CONSU L�i4N f ICON�RACiOR SURVEY CREW INIiIALS ALL GRA��S AR� i0 �LOWLCI�� O� �O� O� Cl1R� UNL�SS O�'b�RW1S� NO��. PT # STATION �FFSET DESCRIPTION p�OP. STAKED _ CUT + FILL -LTI+RT GRAD� �L�V. C:�EJsersllslam'i�Apppata�Loca1�Temp�0171. 23.16.01_AtYachment A_Survey Staking Stantfards,docx Page 15 of 22 X, As-built Sur�eb A. Definitian and Purpose T�e purpose of an as-built survey is to ver�fy the asset was instailed in the proper location and grade. Furtnermore, the in�ormation gathered will �e used to su�pfement the City's G15 data and must be in the proper format when submitted. See section !V. As-6uilt sur�ey should include the following (additional items rriay be requested�: l4�Ianholes iap af pipe elevatians every 250 feet� Horizantal and vertical paints of inflection, curvature, etc. (A11 FittingsJ Cathadre pratectiot� test stations Sampling s�ations Meter haxes/vaults {A!1 sizes) Fire Iines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Arr Release valves (Manhole rim and venr pipej Blow off valves (Manhole rrm and volve lidj Pressure plane valves Cleaning wyes Clean owts Casing pipe (each endj lnverts of pipes Turbo Meters C:\Users�1slamT�AppData�Lacal�7emp�Qi 71. �3.�.6,01_Attachment A_Survey Staking StancEards.docx Page 16 of z2 B. Example Deliverable A hand written red iin� by the field surrFeyor is acceptable in mast cases. This should be a capy of the plans with the point number noted by eac� asset. If th� asset is missing, then the surveyor should write "NC� r{�LIN�" to notify the City. � �z-x . �r�,� � „� . ti , � . asu x A79mFw.ur� .�rtsM uu lava� �y��ydaa Y.�nsas _..ny.ws a�m retr,; i � � ��¢ �J Y 3 ��' i �"�4 lh B$ � � � R 8�ya�$a"�$� � �; a �@ � � + � aa �� , 6. �. �k �� 7� � 9� y ed y� y d � 1 � i � � �' . � . �� FA3�!+ISi� �� 1 �� p e � � � !� � �� ' i� 15 � `F� E� _, �� t .� �,,s �p � � ��' -� , � 1! � ~ � �. � e' A$ � � ., �k 1��aS[J i t i�`r�S � ° � � � � � � �� ; �� <i'�i �� E � e� � �e�! I � @ + ��I I�qIG ' � E � ��3�� . �� a �. � �I � — � d � I �- � 05•kY Nl7H�1VYf °�i.--_,�-'.....CSw-Y15�77A�7;1��hA�� -.;-�"---. �.., �� ` �"�Mrl�k�� _, 1�+- �. .--_ ��F1. � � i �� g� i.fyrz:i4¢ �T' 1�� - �� I — :i R � � � � � _ . , t ! �, �� °e �� ` i�� 4 � y��..-"�•'.LM1:M '"'j" :�f.—_... �--=-"-'-- � � �} �� rY-ry..�� . ._. .. .-�.:: -� ; . . :----�-:.:_=��, � . ��°:- - ��=.: ....:......... �. .,.R.�:.-.;-.:-_ ��-Y -- �� ,, . .. :- — :� _.1 �. .. �j � �� ""' �":' '+, " J4� �'. "— - ' _ _. i ' J" �_'. i = _ � ��,I..!�''�: ' {� � -=I ��!`__; _ ', .,�,, , ___t. r . _ `j � �.�_!'-..' � . _�. � i`. .. -� ',� i�—' --- �.. �� It�l�-I'�:�':t :_'�:�.:__,:I:—�'i-:;i:'.__�; : I �al}_[�°...i 'IL � ��, ';T,- _ �v' l, � �� . _:. . . __�y ' , �y.. y� �, , _ �+�� '�'��'�:�__ " �j- -' � �� .�� `a��-"r.',!_:..�� '�-_—��:-.�� + � � . :t_'� �� ; � {�.---=�+��.. '�;"�:�-�� .,r: i: ,,I • . T � =�` F° :� _ ..I{;' ;F_;__. � , � r �_y'. ^�' ` . ��N � �� p !�� " — �" w��'R'''��---��s�- �F •J��-r-��"..'��,..:,- I I �r*, '3 � ��' ��— :' ::. ' -- _�. _. : _.--�- � -��i--- -� -��',f . ? ti��',- �i� �..�"-�-• — +- ' '*' "'"'""' - �! �ti.i� � �i--�----=t-~ -`-�—a-_t:: -; I: 1� � � : � i� r. �� .F;: ;j�;':.� �";�" ��'��,.�� i 4I_Y�.' . .__ ,•'I..:. � ya � : ... . • �. . .� �;.. .7..1.., —"' ' . �i: —i:i �' � , '.� �_ '"�.__JF,` :'i.� '; i �� , �� :._._ . . �_,-�. .: �--- �_--.-:�. � =��=�:,�� . -a-: , �,: . . _..�_7� __�:�=T�:�_::.�.- �_� :-=;��w � ��' �=i'I,��; ; �...:.':�. , -_,(,... � --� . � � � . 4 - �.-=-_��: , �G• ''�� - :�_: � �; � �` � r - .;�'�°—, }�f . �� 7 i � ,'� � = -:..� ;- � ��. ..r.:�: �..: �. ' ' ^' � k € i�-.� �f M1�-�}L' --'r'''#�2'i� --'----�] i�. .� L1�'}�i : ' i' i`� ,.T... .� II I + �[F_�'� � ��+�� K �'di24� � _. 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'- - �� f� C:�UsersllslamT�AppData�l.oca1�Temp�017�. 23.16.Q1_Attachm�nt A_5urvey 5taking Standards.docx page 20 of 22 �bviausly t�e .csv or .txt #ile cannot be signed/sea�ed by a sur�eyor in the fiormat requested. This is just an example and all this informati4n should be nated when delivered to the City so it is clear to what eoardinate system the data is in. POINT NQ. NORTHING EASTING ELEV 1 6946257.189 2296079.16b 2 694626Q,893 2x96052.1A1 3 6446307.399 2296038.306 4 6946220.5$2 2296011.025 5 69A6195,Z3 2296D15.11fi 6 644619�.528 2296022.7Z1 7 644513G.012 2295992,$15 8 644600Z.2S7 Z295419.133 9 6446003.056 2295933.418 10 6845984.677 2295850.52 11 69459$6,473 z2958fi�.892 12 6945895.D77 229586U.962 13 6945896.591 2295852.188 14 6985934386 2295&A3.925 5.5 6945936.727 229583�.441 16 6945535.678 2295799J07 17 6945817.488 2295827.011 18 6945759.776 2295758.643 19 694576&.563 229577$.424 1.0 6945743.31$ 229578834� 21 6445723.219 2295754.394 22 6945682.21 2295744.22 23 6445621302 22956fi9.471 24 6945643.4�7 2295736.U3 ZS 6445571,059 2295655.195 Z6 6945539,498 Z2956b7.803 27 6945519,834 229551R.A9 28 6945417.879 2295580.27 29 6945456.55T 2295fi43.145 3U 6445387.356 229559730f 31 6945370.688 2295606.733 32 6945383.53 229561U.559 33 6945321.228 229555]..105 34 6945319365 2295539.728 35 6945Z42.289 2295570.715 35 6945233.624 2295544.fi2S 37 C945205,483 2295b24.3U5 38 694514x.O1S 2245557.656 39 6945113.4A5 2295520335 4Q 69450A9.02 2295527,345 41 6945041.024 2295552.675 4Z 6945038.878 2295552.147 43 69450nfi.397 2295518.135 44 6944444382 Z295520.635 45 4944943.432 2295556.479 46 69448b0.416 Z295534,397 DESCRIPTION 726.09 55MH RlM 725,668 GV NIM 726.85 GV RIM 7Z3.358 SSMH R�M 722.123 GV RIM 722.325 FH i7.9,448 WM RIM 713,331 WM RIM 713.652 CO RIiV1 711.6G2 SSMH RiM 71a,Q46 WM RIM 707.72 Whil RiM 788.205 WM RIM 749,467 WM RIM 710A$4 CO RIM 707.774 SSMH REM 70$,39Z SSMH R!M TS1.2S8 SSMH RIM 710.086 GV RIM 71p.fi31 GV RIM 712.849 GV R1M 77,6.686 WM H!M 723.3b WM RiM 7�9,737 Cp RIM 727.514 SSMH RIM 729,123 WM RiM 732.689 WM RIM 740.5Z1 WM RIM 796.451 CO RIM 7q0,756 GV RIM i40.9i6 GV klivl 740.908 FH 74G.34 WM RIM 796.777 CO RINI 748.45� WM filM 749.59 S5NfH RINi 751.058 WM (iIN! 7Sb.$S3 WM RIM 752.87i WM RIM 752.257 S5MW RIM 75�.79 WM RIM 751.88 WM RIM 752.615 WM RIM 752.801 WM ftIM 752.15fi WM RIM 752.986 SSMH RIM c�b��f��5 � - , �5�3 r " C_k �-�4 L i �.-� ^. .; i C�.C' - .�-- - �"L' _ ' '^•� l..� �L�i 1.3r� ' _ T�A � r-� = '� l. j�1 <, � � ,� _ � � �� % [� �fT ' �7 5�T'.�f �� a j C:�Users�1slamT�Apppata�Lacal�Temp\017i 23.16.01_Attachment A SurU�y 5taking Standards.docx page 21 of 22 C. Other preferred as-bui[t t3eli�erable Some �endors have indicated that it is easier to deliver this information in a differ�nt format. Below is an example spreadsheetthat is also acceptable and can be obtained 6y request from the survey superintendent. ``ia• . � . „ r � � � � � il�� • � � '� � �' _ _........_......_..__.....__..._..._..----�•--�---•�------ ---.,,.------�---'----� . . � � � _ •�� . , � � � � � � � � �� , � ,�� # a � '� � a � � � � � � � � � � ' -� �� . �� z � � � � � � � � � � � � � _ . _� -- �---�- ----.. _-�-- ---�-� --�.-- �--�-�� ---._.._..�_ ......_�_.._ ._.. _.._. ..__. .._.. � - �� =�x�� - '�q � � ' s ;� � s a � � , ,� • , ,� a � � a � � � _� ' } �� , � � ,� � y � ' �� ; � ti�- � } -- - -�-- --��-�- �--�--. ..--�-- --�--�- �--�--. ...._. .....-- ---_. .__... ---__ ------- ----- - _. _. _ . � ., � � k:: - la � � � w I� _ i R YS �•, s � � d �' J 3 I�. � � � �I' � � � � � j F � ' ��1 � M1 � � � ; . � �� . F ��a� � �� ,: Y � '�' � � � � � � R � � � � � a. ^ � z z .7 z r . � �- � � a i i .� "' � e $ K � � . `� iy � d � � _i N i�i a � ... � � �S G �F I � . `� � _i �- a _ a C:�Users\islamT\AppData�Lncal\Temp�0171 23.16.01_Attachment A�Survey Staking 5tandards.docx Page 22 of 22 017423-1 CL.EANING Page 1 of4 i 2 3 PART1- GENERAL 4 1.1 SUMNIARY 5 6 7 8 9 10 11 1z 13 14 sECTiorr a� 7a �3 CLEANING A. Section Includas: 1. Intermeciiate and final cleaning for Worl� not including special cleaning af cla�ed systems specified elsewhere B. Deviations from this City of Fort Woi�th Standard Specification 1. Nane. G. Related Specification Sections include, but are not necessarily limited ta: 1. Division 0-- Bidding Requirements, Contract Forms and Conciitions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 1,� PRICE AND PAYMENT PROCEDURES 1 S A. 11�Ieasur�ment and Payment I5 1. Wo:rk associated with this Ite� is considered subsidiazy to the various Ite�ns bid. I7 Na separate payment will be allowed for this Item. l 8 1.3 RCFERENCES [NOT i7SED] 19 1.4 ADMINISTRATNE REQU�REMENTS 2o A. Scheduling 21 1. Schedule cleaning operations so tI1at dust and other contazninanis disturbed by 22 cleaning praces.s wiIl not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBNIITTALS [NOT USED� 26 i.6 ACTION SUBNIITTALSIINFOItMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATER�AL SUBMITTALS [NOT USED] 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT iTSED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirernents 1. Store cleaning products and cleaning wastes in containers specifically d�signed for thase materials. C1TY OI� FORT WORTH 2O23 CO3�1CRETE RESTORATION CO3V'I'RACT 3 5TANDARD CONSTRUCT1pN SPECTFTCATION i]OCUMENTS i2evised .Tuly l, 20l 1 C1TY PRq1ECT t�IO. 104182 OI 74 23 - 2 CLEANIIIG Page 2 af 4 I 1.11 FIELD [S�T�] CONDITYONS [NOT USED] 2 1.12 WARRANTY iNOT iTSED] 3 PART2- PR�DUCTS 4 2.1 OWNER-FC]RNISHED �a�] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERTALS 6 7 S 9 10 lI 12 A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and unconiaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORiES [NOT USED] 2.4 SOURC� QUAT.iTY COIVTROL [NOT USED] I3 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 �XAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] I7 3.4 APPLICATION [NOT II�ED] 18 3.5 REPAIR / RESTORATTON �NOT USEDj 19 3.b RE-INSTALLATIQN [NOT USED] 2a 3.7 FIELD [aR] SITE QUALITY CONTRQL [NOT U,SED] zi 3.S SYSTEM STARTUP [NOT US�DJ 22 3.9 ADJUSTING jNOT US�D] 23 24 25 26 27 28 29 3 f� 3I 32 3.1.Q CLEANiNG A. General 1. Prevent aecumulation of wastes that create l�azardous conditions. 2. Conduct cleaning and disposal operations to camply with laws and safeiy arders of governing auiharities. 3, Da not dispose of volatile wastes such as mineral spirits, ail or paint thinn�r in storm or sanitax� drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispase of nandegradable debris at an approved soIid vvaste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WOATH STANDARD CDNSTRUCTIOi�i 3P�CIFICATION I]OCUMENTS itevised luly 1, 2011 2023 COIVCRETE RESTQRATIOAI CdNTRAC`1' 3 CITY PRO.IEC'1' i�IO, I04182 01 74 23 - 3 CLEANING Paga 3 of 4 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 IS l9 20 21 22 23 24 25 26 27 2$ 29 34 31 32 33 3�! 6. Handi� materials in a controlled manner with as few handlings as passible. 7. Thoroughly ciean, sweep, wash and polish alI Work and equi�ment associated with this project. S. Remove all signs of temporary construction and acti�ities inaiderrtal to canstr�ctian of required permanent Work. 9. If project is nat cleaned to t1�e satisfaction af the City, the City resei°�es the right to have the cleaning completed at the expense of the Contractor. 10. Do not burii on-site. B. [ntermediafie Cleaning during Constructioti 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facitity operations. 2. At n:�aximum weekly intervals, dispase of waste materials, debris and rubbish. 3. Con�ne construction debris daily in strategical[y located container(s): a. Cover ta prevent blowing by wind b. Store debris avvay fi•om constructzon or operatio�al activities c. Haul from site at a minimurn of once per week 4. Vacuum clean interior areas vvhen ready to receive finish painiing. a. Continue vacuum cleaning on an as-ne�ded basis, until Fiz�al Acceptanee. 5. Prior to storrn ev�nts, thorough3y clean site of all loase or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior FinaI Cleaning i. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and ather fareign materials frorn sigi�t-�xposed surfaces. 2. W'rpe all lighting �xture reflectors, lenses, lamps and trims clean. 3. Wash ar►d shine glazing and rr�.irrors. 4. Polish glossy surfaces to a clear shi»e. 5. Ventilating systems a. Clean permanent f lters and replac� c�isposable filters if units werre operated during construction, b. Clean ducts, blowers and coils if units �were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clear� process xrea flo�rs. 8. Mop office and conhol raom floars. 35 D. Exterior (Sit� or Right of Way) Final Cleaning 36 1. Retnove trash and debris cantainers from site. 37 a. Ae-seed areas disturbec� hy lacation of trash and debris containers in a�cordance 38 with Section 32 92 13. 39 2. Sweep roadway to remov�e all rocl�s, pieces of asphalt, conerete or any other nbject 4� that may liinder or disrupt the f�ow af trafiic along the roadway. 41 3. Clean any interior areas inc�udi�ig, but not limit�d to, vau�ts, rnanholes, structures, 42 ju�ictiot� bax.es and inlets. C1TY OF FqRT WORTH 2O23 CONCRETE RESTDRATION COA!'I'RACT 3 STANDARD COI�ISTRUCTION SPECIFICATION IJOCUTAENTS Ravised July 1, 2DI 1 CITY PRQJECT NO. 104182 1 2 3 4 5 6 7 8 9 10 417923-4 CLC.4�]ING Page 4 of 4 4�. If no ]nnger required %r maintenance of arosion facilities, a�id upan approval by Ciiy, remove e�•asion control firam site. 5. Cleaii signs, lights, signals, etc. 311 CLOSEOUT ACTIVITIE� [NOT U�ED] 3.12 PROTECTION [NOT USED] 3.13 M�INTENANCE [NOT i7SED] 3.14 ATTACHMENTS [NOT USED] END OF S�CTION DATE NAME Revisian Lag SUMMARY OF CHANGE CITY OF FORT WORTH STAN�ARD CONSTRUCTION SPECIFICATIOI�T �OCUMENTS Revised )uly 1, 2011 2D23 Cpi�iCRETE RESTQRATION CONTRt1CT 3 CITY PROJECT iVO. 1 D4I82 oi��-r CL05�0�]T R�QUTC2ENLENTS Page 1 of 3 1 2 3 PART1- GENERAL 4 L1 SUNIlI7ARY sEc�1oN ol �� CLO�EOUT REQi.JIItEMENTS 5 A. 5ectian Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 G. Related Speaification Sections include, but are nat necessarily limited to: 10 1. Division 0— Bidding Requirernents, Contract Forms and Conditions of the Contract I 1 2. Division 1-- General Requirements I2 1.� PRICE ANll PAYM�NT PROCEDURES I3 A. Measurement and 1'ayment 14 1. Work associated with this Ite�n is considered subsidiary to the various Items bid. 15 No separate payznent will be allowed for this Item. 16 1.3 REFERENCES [N�T iJSED] 17 1.4 ADNIINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No appiication far final paymeni wiIl be accepted until �11 guarantees, bonds, 20 certificates, licenses and affidavits reqctired for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens ar Claims 23 1. Na application for final payment will be accepted until satisfactory evidence of 24 release of liens has be�n submitted to the City. 25 1.5 SUBMITTALS 26 27 28 29 30 A. Submit all required documentation to City's Project Re�resentative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] I.9 CLOSEOUT SUBNIITTAL� [NOT iiSED� 3! PART 2- PRODUCTS [NOT USED] 32 CITY C3F FORT WORTH 2O23 CONCRETE RESTORAT[ON C;UNTRA� 1' 3 ST�I�lDA�til CQNSTRUCTI03V SYECIFICAT1dN DOCUMEN7'S City Project No. 1 D4182 Revised Marah 22, 2021 at �� i9-a CL05EOUT REQUIREMENTS Page 2 of 3 1 PART 3 - EXECUTION 2 3.1 INSTALLER� [NOT USED] 3 3,� EXAMINATION [NOT ZTSED] 4 3.3 PREPARATION �1VOT USED] 5 3.4 CLOS�OUT PROC�DURE 6 A. Prior to requesting Final Inspection, submi�: 7 1. Project Record Documents iu accardance with 5ection O1 78 39 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 2. Operation and Maintenance Data, if required, in accardance with Section O l 78 23 B. Prior to requesting Final Inspection, perform fnal cleaning in accordance uvith �ection O1 74 23. C. FinalInspection 1. After final cleaning, provide ��otice to the City Project Representative tl�at the Work is completed. a. Tha City will make an initial Final Inspection with tlae Contractor p;resent. h. Upon completion of this inspeetion, the City will notify the Contractor, in writing within l 0 busii�ess days, of ai7y particulars in which this inspectian reveals that tl�e Work is de�ecti�e or incomplete. 2. Upon receiving written notice fiom the City, immediately undertake the Work �•ec��.�ired ta remady deficiencies a��d complete fihe Work to the satisfaction of the City. 3. The Right-of-way shall b� cicared of all cor�siructioi� materials, barricades, and temporary signage. 4. Upon completion of Work associafied with the items listed in the City's written notice, inform tlle City that tl�e required Work has been campleted. Upon recaipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection afth� project. S. Pro�ide all special accessories required ta place each item of equzpznent in full operation. These special accessory items include, but are na� limited to: a. Specified spare par�s b. Adequa#e oiI and grease as required for the first lubrication of the equipment c. Initial iill up oiall chemical tanks and iUel tanlcs d. Light butbs e. Fuses % Vault keys g. HandwheeIs h. Other expendabIc items as requir�d for initial start�up and operation of alI equipmen# 38 D. Notice af Project Completion 39 1. Once the City Project Representative fi��ds the Work subsequent ta Final inspection 40 to be satisfactory, the City will issue a Natice of Project Completian (Green Sheet}, 41 B. Suppo�ting Docu�nentatioz� CITY OF FORT WORTH 2O23 CONCRETE RESTORATIflN COAITRACT 3 STANDARD CON3TRUCCION SP�Cll� ICATION DOCi1MCNTS City Project No. 104182 Revised March 22, 2021 OI77i9-3 CL05EOUT REQUIREMENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 1. Coordinate with the City Project Representative to complete the followiug additional forms: a. Fina� Payment Request b. Siatement oi Cantract Time c. Af�da�it of Payment and Rclease o�' Liens d. Consent of Surety ta Final Payment e. Pipe Report {if required) f. Contractor's EvalUation of City g. Performance Evaluation of Contractor F. Leiter of Final Acceptance 1. Upon review and acceptance af Natice of Praject Completion and Supporting Docum�ntation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payrn�nt. 3.5 REPAIIi / RESTORATION �1VOT US�D] 3.6 RE-INSTALLATION �NOT US�D] 3.'� FIELD [oR] SITE QUALITY CQNTROL �N�T USED] 3.8 SYSTEM STARTUP [N�T USED� 3.9 A.DJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOCIT ACTIV�TIES [NOT USEDI 3.I� PROTECTION [NOT U�ED] 3.13 MAIIVTENANCE �NOT USED] 3.14 ATTAC`HMENTS [N�T ijSED] 24 25 DATE 3/22/2Q21 2b �� M �wen END OF SECT��N Revision Log SUMMARY OF CHANGE 3.4 C. Added language ta clarify and emphasixe requirement to "Clearing ROW" CITY OF FORT W012TH 2O23 CpNCRETB KESTORATIOAf CONTRACT 3 STANDAR➢ CONSTRUCTION SPECIFICATION DOCUMENTS City YrojeCt No. L04182 Revised March 22, 202I O17823-1 OP�RATION AND ]V�AINTENANCE DATA Page I of 5 1 z 3 PART 1- GENERAT. 4 Ll SUNIMARY SECTION O1 �8 �3 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product daia and related iniarmation appropriate for City's maintenance and 7 operation of products f�zrnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Conf�roll�rs l0 b. Irrigation Cantrallers (to be aperatsd by t�e City) 11 c. But�erfly Valves 12 E. Deviations from this City of For� Worth Standard Specification 13 1. None. 14 15 16 17 i.2 18 19 20 C, Related Speci�cation Sections include, but are noi: necessarily iimited td: 1. Divisian Q— Bidding Requiremen#s, Contract Forms and Conditions af the Contract 2. Division 1— General Requirernents PRICE AND PAYMENT PROC�DURES A. Measurement and Payment 1. �Jork associated with this Ita�n is considered subsidiazy to tl�e various Items bid. No separaie payment wiIl be allowed �or this Item. 21 1.3 R�FER�NCES [NOT iTSED] 22 1.4 ADMINISTRATIVE REQYJIItEMENTS 23 A. Sc�ec�uIe 24 1. Subrnit manuals in final form t� the City within 3fl cale2�dar days of product 2S sl�ipmeni to ihe pz•oject szte. 26 L� SUBMiTTALS 27 A, Submittals shall be in accardance with Section Ol 33 00 . AlI submittaIs shall be 28 approved by the City prior ta delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 3I 32 33 34 35 35 37 A. Submittal Fotm 1. Prepare data in form of an instructional rnanual for use by City personnel. 2. Format a. Size: S% inches x 1 l inches b. Paper 1) 4Q pound min.imum, white, for typed pages 2) Holes reinforeed vvith plastic, cloth or metal c, Text: Manufacture�•'s print�d data, or neatIy typewritten CITY OF FOR'F WORTH STANI}ARD CQNSTRUCTION SPECIFICATEON DOCUMENTS Revised Deeember 20, 2012 2023 CONCRETE RESTORATION CONTRACT 3 CITY PR(7JECT N0. 104182 01 �s za -2 DPERATIQN A.ND MAINTENANCE DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 l5 16 17 18 19 2D 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 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce largar drawings and foId to size of text pages. e. Pro�ide fly-leai for each separate product, or each piece of operating equipment. 1) Provide typed descriptian of product, and major coznp4nent parts of �quipment. 2} Provide iudexed tabs. fr. Cover 1) Ideniify each volume with typed or printed title "OPERATING AND MAINTENANCE �NSTRUCTIONS". 2) List: a) Titl� ofPraject b) Identity of separate strt�cture as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durab3e and eleanable plastic covers b. When multiple binders are used, carrelate tha data into rciated consis�ent groupings. 4. If avaiIable, provide an electronic form of the O&M Manual. B. Manual Content I. Neatly typewritt�n table of cont�nts for each v�olume, arranged in systematic order a. Contractor, na.�ne of responsible principal, addr�ss and telephane number b. A list of each product required to be included, indexed to content o;Fthe volume c. List, wzth each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required ta be included, indexed to content of the volume 3) Identify area of responsibiliry af each 4) Local source o� sup�ly for parts and re�alacemant d. Identify each product by product name and other identifying symbols as set forth in Contract Documents, 2. Product Data a. Incfude onIy those sheets which are pertinent to the specific product. b. Annotate each sheet to: S) Clearly identify specific product or part instal�ed 2) Clearly identify data applicable to installation 3) Delete re#'erences to inapplicable information 3. Drawings a. Supplement product data with cirawings as necessary to c2early iIlustrate: 1) Relations of component parts of equipment and systerr�s 2) Control and flow diagrams b. Cnordinate drawi�gs with information in Project Record Docu�nents tv assure correct illustration of complsted znstallation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data far the particular znstallation: a. Drganize in consistent foirnat under separate headings for different procedures. b. Provide Iogical sequence of instructians af each proesdure. CITY OF FORT W�RTH STAN1aARD CONSTRUCTION SP�CIFICATION DDCUMENTS Revised becamber 20, 2D 12 2623 CONCIZETE RESTQRATION CONTRACT 3 CITY PRO.�EC`I' NO. 104182 OI 78 23 - 3 pPERATION �D IYIAINT�I�IANCE T]AT'A Page 3 af 5 1 5. Copy of eacl� warranty, bond an.d service co�.tract issued 2 a. Frovide inforination shest for City personnel giving: 3 l} Proper procedures i�a event of faiiure 4 2} Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 l. Submit 5 copies af complete manL�al in final form. 7 2. Cnnteni, for arcllitectural products, appliad materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog nurnber, size, composition 10 2) Calor and texture designatians 11 3) Infarmation required for reordering special rnan�.ifactured produets 12 b. Instructions fbr cara a��d maintenance 13 1) Manufacturer's recommendation for types of cleaning agents ar�d methods 14 2) Cautians against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended scheduIe for cleaning and maintenance 17 l$ 19 zo z� 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4fl 41 42 43 44 45 46 47 48 3. Cnntent, for moistur� prot�ction and wcather �xposure products: a. Mattufa�turer's data, giving full information on praducts 1) Applicable standards 2) ChemicaI compositian 3) Details af installation b. Instructions far inspection, main�enance and repair D. Ma�1ua1 for Equipm.ent and Systetx�.s 1. Snbmit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description. of unit and companent paMs 1) Function, oormal operating characteristics and limiting eondil:ions 2) Perforrnanc� curves, �ngineering data and tests 3) Complete nomenclature and commercial number ofreplaceable parts b. Operating procedures 1} Start-up, break-in, routine a�id normal operating instt•uctians 2} Regulation, control, stopping, shut-down and emergency instructions 3} Summer and winter opea•ating instaructions 4} Special operating instructions c. Maintenance procedures �} Routiue operations 2} Guide to "trauhie shooting" 3} Disassembly, repair and reasseanbly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufactur�r's printed operating and maint�nance instructions f. Description o� sequence of operation by cantrol man��facturel• 1) Predic�ed life oiparts subject to wear 2} Items recotntnended to be stocked as spare parts g. As installed control diagrams by c�ntrols manufacturer h. Each contractor's coordinatian da•awings 1} As installed color coded piping diagra.ins CI'I'Y OF CflR'1' WORTI-I STANpARD CONSTRUCTIp[V SPECIFICATIQN D{3CUM$IVTS lievised Deaember 2D, 20i2 2023 CONCRETE RE3TORATIO�+I CONTRACT 3 CITY PROJECT NO. 104182 41 7$ 23 - 4 OPERATION AND MAiNTE�IANCE I�A7'A Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I6 17 18 1} 20 21 22 23 24 25 2b Z7 28 29 3 4. t J k. Content, for eac� electric and electrnnic system, as appropriate: a. Description of system and aomponent par�s 1) Function, noimal operati��g characteristics, and limiting conditions 2} Performance curves, engineering data and tests 3} Cample�e namenclature ar�d coanmercial number of replaceable parts b. Circuit directories oFpaneIboards 1 } �lectrical service 2) Contro�s 3} Communications c. As znstalled coIor coded wiring diagrams d. Ogerating procedures 1} Routine and normal operating instructions 2} Sequences required 3) Specia.� operating instructions �. Maintenance procedures 1) Raut�ne operations 2} Guide to "trauble shooting" 3) Disassernbly, repair and reassembly 4) Adjustment a�id checking £ Ma�ufacturer's printed aperatang and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, a�nd reca�nmended quantities to be maintained in stora.ge h. Other data as required under pertinent Sect�ons af Specifications Prepare and include additional data when the need �ar such data becomes apparent during insiruction of City's personnel. Charis of val�e tag numbers, with lacation and function af each valve List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintaiiled in stor�ge C?ther data as required under pertinent 5ections of Specificatians 3a l.7 CLOSEUUT SUBNIITTALS [NOT USED] 31 1.8 MATNTENANC� MATEItIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASsi)RANCE 33 A. Provide operatian and maintenance data by persontleI with the %llowing criteria: 34 1. Trained alid experiencad in maintenance and operation of described products 35 2. Skilled as technical writer to the extent reguired to cotnmunicat� essential data 36 3. Skilled as draftsman campetent to prepa.re required drawings CITY OF PORT W�FtTH STANDAIZD CQ3VSTRUCTION SPECIFICATIOI� DOCUMEI�TS Revised Uecemher 20, 2012 2023 CONCRETE RESTORAi'lON CONTRACT 3 CITY PRQJECT NO. 1641 &2 p17823-5 OYL-'RAT10N AND MAIN'CENANCE DATA Page 5 of 5 1 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT USED] 2 1.11 ++ LD [SYTE] CONDiTIONS [NOT USED] 3 1.12 WAIt12ANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 7 DAT� $/3112D 12 8 END O� SECTION R�vis�an Log NAME SUMMAAY OF CHANGE D. Jahnson 1,S.A,1— title of scction removed C1TY OF FORT WORTH 2Q23 CONCRE'I`� RESTpRA'1'IpN CONTf2ACT 3 S'I'ANDAI2D CDNSTRl1CTION SPBCIFFCATION DpCIlEvIEN1"S Revised Dece�nher 20, 2012 CITY PROJ�CT NO. 1 a4182 017839-] PRQ7ECT ItECOIZD DOCUMENTB I'aga l of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTIDN 0178 39 PRDJECT RECORD DOCUMENTS 5 A. Section Includes: 6 1. Wark associated with the documenting the project and recorciing changes to project 7 dacuments, including: 8 a. Record Drawings 9 b. Water Meter �ervice Reports 10 c, Sanitary Sewer Servzce Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of �`ort Worth Standard Speci�ication 13 1. None. 14 15 16 17 18 19 2fl 2I 22 23 C. Related Speciiicatian Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requir�rnents, Con�ract Fnrms and Conditions of the Cnntract 2. Division I— General Requirements 1.2 PRICE AND PAYMENT PROCEDLTRES A. Measurem�nt and Payment 1. �Vork assaciated with this Iteaaa is cansidered subsidiary to th� various Items bid. No separate payment will 6e allawed for ti�is Item. 1.3 REFERENCES [NOT USED] 1..4 ADMINISTRATIVE REQUIREMENTS [NOT U�ED] 1.5 SUSNIITTAL� 24 A. I'rior to submifiting a request %r Final Inspection, del�ver Project Record Documenis to 25 City's Project Repeesentative. 26 1.6 ACTION SUSMITTALS/INFORMATIONAL SUSMITTALS �NOT USED] 27 28 29 30 31 32 33 34 35 36 1.i CLOSEOUT SUBMCTTALS [N'OT USED] 1.8 M�INTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSi.TRANCE A. Accuracy of Records 1, Thoroughly coordinate changes within the Record Documents, inaking adequate and proper entries on each page oi Specifications and each sheet of Drawings and other pocuments whara such entry is required to show the change properly. 2. Accuracy of recocds sha116e s�ach tl-1at future search �or items shown in the �onixact Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FQRT WORTH STAI�IDARD COI�iSTRLICTION SPECIFICATION DOCUMENTS Revised ]uly I, 20I 1 2023 CONCRETE RESTORATION CONTRACT 3 CITY PR07ECT NO, ] 04182 p 1 78 39 - 2 PR07ECT RECOItI� DOCUMENTS Page 2 ai4 I 3. To facilitate accuracy of records, make entries within 2� hours after receipt of 2 information that the change has occurred. 3 �. Provide factuaI i�zformation regarding all aspects af the Work, botl� co��cealed a�d 4 visible, to enable futuee tnodification of the Woi•k to proceed without lengthy and S expensive site �neasurement, i�vestigation a��d examination. 6 1..10 STOR.AGE AND HANDLING 7 A. Storage and Haaidling Rec�uire�nnents 8 1. Maintain the job set of Record Documents cornpleiely pratected from deterioration 9 and frbni loss and damage untii completion of the Work and transfer af al! recorded l0 data to the final Px•oject Record Dacuments. 1 I 2. In the event of loss of racorded data, use means necessary to again secure the data I2 to ihe City`s approval. I3 a. In such ease, provide replacements to the standards ariginally raqUired by the I4 Contract Documents. I S 1.11 FLGLD [SITEI CONDYTTONS [NOT USED] I6 1.12 WARRANTY [NOT IISED] I7 PART 2 - PRODUCTS 1 S 2.1 OWN�R-FYJRNISHED [oR] OWNER-SUPPLIED PRODIICTS [NOT USED] i9 2.2 RECORD DOCiJN1ENTS 20 A. Job set 2l 1. Promptly follawing receipt of the Notice to Proceed, secure �rom the City, at na 22 charge to the Contractor, 1 complete set of all Dacuments cornprising the Contract. 23 B. Final Reeard Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 2S the City 1 cacxi.plete set afail Final Record Drawings in t1�e Contract. 26 �.3 ACCESSORiES [NOT USED] 27 2.4 SOT7RCE QUALITY CONTROL [NOT USED] 28 PART 3 - �XECUTION 29 3.1 IlVSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPAIiATION [NOT USED] 32 3.� MAINTENANCE DOCIIMENTS 33 A. Maintenance oiJob Set 34 1. Immediately upan receipt of the j ab s�t, ic�entify each of the Documents v�ith the 35 title, "RECORD DOCi.]MENT� - JOB SET", CITY OF FORT WORTH 2O23 CQNCRETE RESTQRATIOI�! CQNTRACT 3 STAI*iD�RD CDNSTRUCTIDN SPECIFICATION DOCUIv{EI+ITS Revised July 1, 2011 C1TY PROJECT NO. 104 f 82 4� 7839-3 PRO]GCT RECORD DOCUMENTS Page 3 of 4 1 2. Preservatian 2 a. Considering the Contract comp�etion time, the probable number of occasions 3 upon which tI1e job set must be taken out for new enf.ries and for �xamination, 4 and the canditians under which t�ese activities will be perfoz-med, devise a S suitable method for protecting the job set. 6 b. Do not use the joh sat for any purpose except antry of new data and for review 7 by t.�ie City, until start of transfer of data to final Project Recard Doeurrients. 8 c. Maintain the job set �t the site oiwork. 9 3. Coordinatinn �+ith Constructinn Survey 10 a. At a minimum, in accardance with the intervals set forth in Section O1 71 23, 11 clearly mack any deviations fi•orr� Contract Documents assaciated with 12 installation of tha infrastructure. 13 14 15 lb i7 I8 l9 26 21 22 23 24 25 26 27 28 29 30 31 32 33 3� 3S 36 37 38 39 �40 41 4. Making entries on Drawings a. Record any deviations from Contraet Documents. b. Use an erasable colored pencil {not ink or indelible pencil), clearly describe the change by graphic Iin� and note as requir�d. c, Date all entries. d. Call attentioiz to the entry by a"cloud" drawn around tlie area or areas affected. e. In the ev�nt of overlapping change�, use diff�r�nt colors far the averlapping clianges, 5. Conversion of schematic layouts a. In some cases on th� Drawiugs, arrangements of conduits, circuifis, piping, ducts, and similar items, are shown schematically and are not intended to portray preeise physical layaut. 1) Final physical arrangement is determined by the Contractar, subject to ihe City's approval. 2} However, design of future modif cations of the facility may require accurate informatian as ta the fival physical layaut of items which are sl�own only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the c�nteriine of each run of iterns. 1) Final physical arrangement is determinec� by the Cantractor, subject to the City's approval. 2) Show, by symbol or note, the vertieal loeation of the Item ("under slab", 'Sn ceiling plenum", "exposed", and the like). 3) Make all identifcation sufficientIy descriptive fhaf it may be related reliably to the Specif�cations. c. The City may waive the requireinents for canversion of schematic Iayouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon wai�vers being issued e�cept as specif cally issued in writing by the City. 42 B. Final �roject Rscard Dacumer�ts 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown an the joh set of Record Drawings to the 45 carrasponding final documents, coordinating the changes as required. 4b b. Clearly indicate at each affected detail and other Drawing a fuIf description of 47 changes rnade during construction, and the actual lc�cation nf items. CITY 4F FORT WORTH 2OZ3 CONCRETE RE�TORATION CONTRt1CT 3 STANDA.RD CONSTI2UC'I'ION SPECIf'TCt11'IOIV DpCUNiENTS Revised Ju[y l, 2fl11 CITY PROJECT NO. 104182 017839-4 PRO]EC'f R�CORD DOCUM�NTS Page 4 of 4 1 2 3 4 5 b 7 8 9 lfl 11 12 13 14 I5 lb 17 18 I9 20 21 22 23 24 25 DATE NAM� 26 c. Call attantion to each entry by drawing a"cloud" arou�d the area oc areas affected. d. Make cllanges neatly, consistently and with tlie proper media to assure loilgevity and clear repraduction. 2. Transfer of data to other pocuments a. If the Dacuments, other than Drawings, have haen kept clean during progress of tl�e Work, arad if entries thereon have baen orderly to the approval of the City, the job set of those Documeiits, other than Drawings, will be accepteci as final Record Docuznents. b. If any suah Documant is not so approved by the City, secure a new copy of that Docurnent f'rom the City at ti�e City's usual charge for reproduction and handliug, and carefully transfer the change data ta the new copy to thie approval of the City. 3.� REPAIR 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT US�D] 3.i FIELD �oR] SITE QUALITY CONTROL [NOT USED] 3.8 �YSTEM STARTUP [NOT U�ED] 3.9 ADJU�TING [NOT U$ED] 310 CLE�iNING �NOT USED] 3.11 CLOSEOUT ACTIVITIE� [NOT USED] 31� PROT�CTI�N [NOT USED] 313 MAINTENANCE [N�T U�EDj 3.�4 ATTACHM.CNTS [NOTUSED] END OF SECTION Revisinn Log SUMMARY OF CHANGE C1TY aF FORT WORT�I STANDAR.� CONSTRUGTION SPECIFICATION I}aCUMENTS Revised Jnly 1, 2D1 i 2023 COI�ICRETE RESTORATION CONTI2�ICT 3 CITY PROJECT�+10. 10�F1$2 321123-I FLEXIF3LE BASE COURSES Page 1 af 7 1 2 3 PART 1- GENER.AL 4 1.1 Si]MMARY S 6 7 8 9 l� ll 12 i3 14 15 16 17 18 1.2 SECT�UN 3� 11 �3 FLEXIBLE BASE COURSES A. Saction Inc�udes: 1. Foundation course for surface caurse or far other base course cornposad of fle�ible base constructed in one or more courses in canformity with the typical seetian. B. Deviafions from fhis City of Fort Worfh Standat'd Specification 1. �'OR THIS PRO.�ECT FLEXIB�,E $A5E COURSES SECTTON 32 11 23 SHALL BE MEASURED BY THE CUBIC Y�RD OF COMPLETED QiTANTTTY. 2. UNCLASSIFIED EXCAVATION AND HAULING REQUIRE TO PLACE FLEXIBLE BA�E COURSE SIIALL BE CONSTDERED SUBSIDIARY, NO SEPARATE PAY. C. Related Specification �ections include, but are not necessarily limited to: 1. Division 0-- Bidding Requirements, Contract Forms, and Conditions of �he Contract 2. Division 1— General Requirefnents PRIC� AND PAYMENT PROCEDURC,S 19 A. Measurement and Payment 20 L Measurement 21 a. Measure�nent for this Itern wiIl be by the �e CUBIC yard of �'1exible Base 22 Course for various: 23 1 } Depths 24 2) Types 25 3) Gradatians 26 2. Payment 27 a. The work performed and materials furnished in accordance v�+ith this Ttem and 28 measured as provided under "Measurement" wi1I be paid ior at the unit price 29 bid per s�e CUBIC yard of Flexible Base Course. 30 3. The price bid shall include: 31 a. Preparation and correction of subgrade 32 b. Furnishing af material 33 a Hauling 34 d. Blading 35 e. Sprinkling 36 £ Campacting 3'7 g. L7NCLASSIFIED EXCAVATION AND HAULING REQUIRE TO PLACE 38 FLEXLBLE BASE COURSE 39 1.3 REFERENCES �0 A. Definitions 41 1. RAP — Recycled Asp��alt Paveme�t. C1TY pF FORT WORTH STANDAI2D CONSTRUCTI03J SFECIFICATION DOCUMENTS Revised December 20, 2012 2023 CONCR�T'E RESTORATION CONTRACT 3 CITY PR07ECT NO. 104182 321123-2 PL�XIBL� BASE COUR�ES Page 2 of 7 1 2 3 4 5 6 7 S 9 lq 11 12 13 14 15 16 17 18 B. Refer�nca Staa�dards l. Reference standards cited in this speci�cation refer to tha current refer�nce standard published at the time of �l�e latest re�ision date logged at fhe end of this specification, unless a date is specifically cited. 2. A�TM Interi�atior�al (ASTM): a. D698, Standard Test Methods for Laborataiy Compaction Characteristics of Soil Using Standard Effort (12 400 ft-Ibflft3 (600 kN�m/m3}) 3. Texas Department of Transportation (TXDOT): a. Tez�-104-E, Detetmining Liquid Limits of SoiIs b. Tex i06-E, Calculatiz�g the PIasticity Iaade� of Soils c. Tex-10'1-E, Determining the Bar Linea�• Shrinkage of 5oils d. Tex-i 10-E, Particla Size Analysis nf Soils e. Tex-116-E, Ball Mill Methad for Determini�.g ilae Disintegration of Flexible Bas�: Material £ Tex 117-E, Triaxial Compressioz� for Disturbed Soils and Base Materials g. Tex-A-11-A, Soundness of Aggregate Using Sodiuin Sulfate or Magnesium Sulfate ��. Te�-�13-A, Determining Deleterious Material in Minerai Aggregate 19 1.4 ADIVIINISTRATIVE REQi7II2EMENTS INOT USED] 20 1.5 ACTTON SUBMITTALS [NOT U5ED] 21 1.6 ACTION SUBMI i`TALSIINFORMATIONAL SiJB1VIITTALS [NOT USED] 22 1.7 CLOSEOUT SUBMCTTALS �NOT USED7 23 1.8 MAINTENANCE MATE1trAT� SUBNIITTALS [NOT USED] 24 2S 26 27 l .9 QUALITY ASSURANCE [NOT USED] 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED] L11 FIELD [SITE] COND�T�ON,S [NOT USED] Ll� W�iRRANTY [NOT USED] 28 PART 2- PRODIICTS [NOT USED] 29 21 OWNER-FiTRNISHED PRODUCTS [NOT USED] 30 31 32 33 34 3S 36 37 2.2 MATERIALS A. General 1, Furnish uncontaminated materials of uni�orm quality tl�at meet the requiremeuts of the Drawings and specificatians. 2. Obtain mat�rials from appraved saurces. 3. Notify Cziy of changes fo materiai sources. 4. The City may sample and test project materials at any time before campaction throughout the duratiQn oithe proj�ct tv assu2-e specification compliance. 38 B. Aggr�gata 39 1, Furnis� aggregate of the type and grade sho�vn o�i the Drawings and conforming to 40 the requirements of Table l. Ci'TY OP FORT WORTH 2O2� CONCRETE RESTORATION CONi'RACT 3 STANDARD CONSTRUCTION SPECIFICATION DDCUMENTS 12evised December 2Q, 2012 C]TY PROdECT NO. 104182 321123-3 FLEXIHLE BASE COURSES Page 3 of 7 1 2 3 4 5 6 7 S 9 10 ir 12 13 i4 15 16 17 18 19 20 21 22 23 2� 25 26 27 28 2. Eacli source must meet Table 1 requirements for liquid limit, plastiCity index, and wet ball inill for the grade specified. 3. Do not use additives such as but not limited to lime, cement, nr fly ash to modify aggregates to rneet the requir�ments a�Table 1, unless shown on the Drawings. T�ble 1 Material Requirements � Pruperty Teat Methad Gradc 1 Grade 2 � Master gradatian sieve size {% retained) I 2-112 in. I — 0 I I 1-3I4 in. I 0 0--10 I I ��$ in Tex-1l0-E I 1�35 — � I 318 in. I 3�50 — I I rfn, 4 I 45-65 4�75 I � I�IQ.4U 7f�8S 6a--85 � I L�nuid [imit, %max.` Tex-104-E 35 40 1 � YlastiCity index, rnax.� Tex-i06-E 10 12 � � Wetball mill, %ma1c.2 40 45 � Wef ball mill, %man. Tex-1 l6-E increase passing fhe 20 20 No. 40 sieve i Ciassification3 1.0 l.i 2.3 � Min, compressive strength', psi Tex-117-E lateral pressure D psi 45 35 leteral pressure 15 psi 175 175 1. Batarmine plastio index in accordanca with Tex-l07-E (linear sheinlcage) when liquid limit is unat#ainable as defined in Tex-iO4-E. 2, When a snundness valae is required by the Drawings, test material in accarda�ce with Tex-411-A. 3. Meet 6oth the olassification and the minimum compressive strcngth, unless otherwise shown on fhe Drawings. 4. Matetial Tolera�ices a. The City may accept material if no �nore than 1 of the 5 most recent gradation tests has an individual sieve autside the specified limits of the gradation. h. When target grading is required by the Drawings, no single failing test may exceed the master grading by mnre than 5 percentage points on sieves No. 4 and larger ar 3 percentage pain;ts on sieves sinaller than No. 4. c. The City �nay accept material if no more than 1 of the 5 most recent plasiiciiy index tests is outside the speoi�'ied limit. No singie failing test may exceed t11e allowable limit by more than 2 points. 5. Material Types a. Do not use fil3ers or binders unless approved. b. Furnish the type specifi�d on th� I]rawings it� accordance with the following: 1) Type A a} Crushed stone produeed and graded from ov�rsize quarried aggregate that originates from a single, naturally occurring source. l�) Do nat use gravel or inultiple sources. 2} Type B a) Only for use as base material for temporary �avement repairs. b} Do not exceed 20 percent RAP by weight unless shown on Dra�vings. 3) Type D GITY flF Ff}R'� WqKTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Decemher 20, 2012 2023 CONCRETE R6STORATIqN CI�NTRACT 3 CITY PROdECT NO, 104182 321123-4 PI.EXIBLE BASE C011itSE5 Page 4 of 7 1 2 3 4 S 6 7 8 9 ia 11 C. Water a) Type A material or crushed concrete. b) Crushed concrete containing gravel will be considered Type D material. c) Tk�e City may require sepa�•ate dedicated stQckpiles in order to verify compliance. d} Crushed concrete must meet the following z•equirements: (1) Table I for tlte grade specified. (2) Recycled materials must be free fronn reinforcing steel and other ob�ectionahl� material and ha�e at mos# 1.5 percent deleterious material when tested in accordaa�c� with TEX-4 � 3-A. 12 1. Fur��isla water fr�e of industrial wastes and other objectional�le rnatter. I3 �.3 ACCE�SORIES (NDT LTSED] 14 �.4 SOi]RC� QUALITY CONTROL [NOT U5ED] 15 PART 3 - EXECUTION 16 31 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATYON 19 20 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 3b 37 38 39 40 �1 42 A, General 1. Shape the subgrac�e or existing base to conform to the typical sectians shown on thc Drawings or as directed, 2. When new base is required to be mixed witli existing base: a. Deliver, place, and spa•ead tlte new flexible base in the required amount. b. Manipulate and thoroughly mix the new base with existing material to provieie a uniform mi�ture to tl�a speci�ed depth before shaping. B. Subgrade Campaction l. Proof roll the roadbed before pulverizing or scarifying in accoi•dance with the :Following: a. Proof Rolling 1) City Project Representative must be on-site du:ring prnof rolling operations. 2) LTse equipment fhat will apply sufficient load to identify soft spots thai rut or pump. a) Acc�ptable equipment includes fully loaded single-axle water truck with a 15Q0 gallon capacity. 3} Make at least 2 passes with the proof rotler (down anc� back = 1 pass). �4) Offset each t�•ip by at most I tire width. 5) If an unstable or non-uniform area is fou�Zd, correct the area. b. Coz�ect 1) Soft spots that rut or pump greater than 3/4 in�h 2) Areas that are unstable or non-unifornl 2. Installation of base material cannot proceed until compacted subg;rade approved by the Crty. CITY OF FORT WD12TH STANDARD CONSTRrJCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2023 CONCRETE RESTORAT[ON CpNTRACT 3 C1TX PRaJECT NO, 104182 32 11 23 - S FL�XTgLE BAS� COURS�S Page 5 of 7 1 3.4 INSTALLATYON 2 A. GeneraI 3 1. ConsYxuct each layer ui7zformly, free of loose or segregated areas, and with the 4 required density and moisture content. 5 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 6 shown on the Drawings or as directed. 7 3. Haul approvad flaxibl� base in clean, covered trucks. 8 B. Equipment 9 1. Gen�ral 10 a. Pi•ovide rnachuiery, tools, and equipinent necessary for proper execution of tlie 11 work. 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 26 27 28 29 30 2. Rollers a. T11e Cantractor may use any type of raller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or drsected. b. When speci�c types of equiprz�ent are raquired, use aquipment that meets the specified requirements. c. Alternate Equipment. 1) Instead of the speci�ad equipment, the Contractor may, as approved, operate other compaction equipment tha# produces equivalent resuY�s. 2) Discontinue the use oithe alternate equipment and furnish the speci�ed equipment if the desired results are not achieved. d. City may reyuire Contraa�or to substiiute eyuipmeni if production rate and quality requirem�n�s of the Contract are not met. C. Placing 1. Spread and shapa fle�ible base into a unifarm layer by approved �neans the same day as delivered unless oti�arwise appro�ed. 2. Place material such that it is mixed to minimize segregation. 3. Construct layers to the thickness shown on the Drawings, while inaintaining �1ie shape ofthe course. 31 4. Whare subbase or base course axceeds G inches in thickness, canstruct in 2 or more 32 caUrses of equal �hickness. 33 5. Minimum lift depth: 3 inches 34 6. Control dust by sprinkling. 35 7. Correct or replace segeegated areas as directed. 3b 37 38 39 40 41 42 43 44 45 S. 1'lace successive base courses and fmish courses using the same construction rnethods required for the first caurse. D. Campaction l. General a. Compact using density eontrnl unless otherwise shown on the Drawings. b, Multiple lzfts are pez�nitted when shown on the Draw�ings or approved. c. Bring each layer to the moisture content directed. When necessary, sprinkle the materia� to the e�tent necessary to provide not less than the �•ec�uired density. d. Compact the full depth of the subbase or base to the extent necessary to remain frrn and stable under construction equipment. GITY QF FORT WQRT�1 STANDARD CON5TRi1C'I`ION SPECIFICATION DOCUMENTS Revised Decemher 20, 2D12 2023 CO3VCRETE RE3TORATI03�1 CONTRACT 3 G�TY P120JECTNQ. 1Q4182 321123-G FLEXBLE BA$E C�URSES Page G pf 7 1 2. RolIing 2 a. Begin rolling langitudit�ally at the sides and proceed towards the cer�ter, 3 overlapping on successive trips by at least 1/2 the width of tlae roller unit. 4 b. On superelevated curves, begin rolling at the low side and progress toward the 5 high side. 6 c. Offset altetnate trips of the roller. 7 d. �perate rollers at a spesd between 2 and 6 mph as directed. 8 e. Rewark, recampact, and refinish material that fails to rneet or tl�at loses 9 required moisture, density, stability, or finish before the next course is placed or 10 the proje�t is accepted. 1 l f. Continue w�rk until specification requirements are met. I2 g, Proof roll the compacted flexible base in accordance wi�l� the following: I3 1) Proof Rolling 14 a) City Project Representative must be on-site during proof rolling I 5 operations. 16 6) Use equipment that will apply sufficient load to ic�entify so$ spots thati l7 �ut ar pump. I8 { 1) Acce�atable equipment inchides fully laaded singlz-axle water truck 19 with a 1500 gaIlon capacity. 2a . c} Maice at least 2 passes wi�l� the proof roller {down at�d back = 1 pass). 2I d) Offsct each trip by at most 1 tire width. 22 e} If an u�istable or non-unifarm arsa is found, correct th� area. 23 2) Correct 24 a) 5oft spots that rut ar pump greater t1�an 314 inch. 25 b) �reas fihat are unstable or non-uniform. 2b 3. Tolerances 27 a. Maintain the shape af the course by blading. 28 b. Completed suriace shall be smooth and in conformity with the typica� sections 29 shown on the Drawings to the established lin�s and grades. 30 c. Fnr subgrade beneath paving surfaces, correct any deviation in excess of 1/4 31 inch in cross section in length gr�at�r than Ib feet measured Iongitudinally by 32 laosening, adding or remo�ing mate�•ial. Reshape and racompact by sprinkling 33 and rolling. 3� d. Correct alI fractures, settlement or segregation immediately by scarifying the 35 areas afFected, adding suitable rr►aterial as required. Reshape and recompaet by 36 sprinkling and t`olling. 37 e. Shauld the subbase or base course, due to any reasan,lose the required 38 stabiliLy, density and finish before ihe surfacing is complete, it shaIl be 39 recompacted at tne sole expense of the Contracfor. 40 4. Density Control 41 a. Minitn.um, Dea�sity: 95 percent compaction as determined by ASTM D698. 42 b. Moisture cantent: minus 2 to plus 4 of aptzmum. 43 E. Finishing 44 l. After completing compactian, clip, skin, or tigl�t-blade the surface witl� a 45 maintainer Qr subgrade trimmer to � depth of appraximately 1/4 inch, 46 2. Remove loosened material and dispose of it at afl approved Iocaiian. 47 3. Seal t11a clipped surFace immedia�ely by rolling with an appro�riate size pneumatic 48 tire roller until a smoatl� surface zs attained. CITY dF FORT WORTH 2O23 CONCRETE R�STORATION CQNTRACT 3 STL�IBARD CONSTRUCTIOM SPECIFICATION DQCi1MENT5 Revised Deeember 20, 2012 CITY PROJEC'I' NO. 1Q4L82 32I123-7 FLEXIBL� BASE COURSES �'age 7 af 7 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb I7 18 19 20 21 22 23 24 25 DATE NAlVIE � � 26 �. Add small increments of water as ueeded during rolling. 5. 5hape and maintain the coursa and surfac� in conformiiy with the typical sections, Iines, and grades as shown on tha Drawings or as directed. 6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4 inch in 16 feet measured longitudinally or greater than 1/4 inch or�er ihe entire width af the cross-sactian. 7. Correct by loosenzng, adding, or removing jnaterial. 8. Reshape and recoinpact iu accordance witl� 3.4.C. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 R�-INSTALLATION [NOT USED] 3.i QUALITY CDNTROL A, D�nsiiy Test L Gity to measure density of flexibSe base course. a. Natiiy City S'roject Representative when flexible base ready for density testin.g. b. Spacing directed by City {1 per block minimu�n). c. City Project Representative determines location of density testing. 3.8 SYSTEIVI STARTUP [NOT IISED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECTTON [NOT USED] 3.13 MATNT�NANCE [NOT USED] 3.14 ATTACI�MEENTS [NOT U�EDj END OF 5ECTION Re�ision Log SUMMARY QF CHANGE CITY �F FORT WORTH S'I'ANDARD CONSTR[1CTIOI�I SPECIFICATION DOCUMENTS Revised I?enember 20, 2012 2023 CONCRETE RESTORATIOI�t CONTRACT 3 C1TY PRpJECT Np. 104182 321313-1 CONCRETE PAVING Page 1 oi 22 1 2 3 PART1- GENERAL 4 1.1 �UMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ i9 20 21 22 23 SECTION 3� 13 13 CONGRETE PAVING A.Section includes: 1. Finished pavement eanstc'ucted of Partland cement conereie inchlding monnlitLucally poured curb on the prepared subgrade or at�er base coursa. B. Deviations from tliis City oiFart Worth Standard Specifieation l. FQR THIS PROJECT GONCRETE PAVING SECTION 32 13 13 INCLUDES FINISHED CONCR�TE OF INDNIDUAL PANEL OR/AND PANEL WITH MONOLITHICALLY POURED CURB. 2. MINQR MANHOLE AND WATER VALVE BOX AD.TUSTMENT SHALL BE CONSTDERED Si1BSIDIARY WORK, N� SEPARATE PAY. 3. BACKFILLING AND FINISHING GRADE BEIIIND CURB INCLUDING FURNISHIN� AND PLACING TOP SOIL SHALL BE C�NStDERED SUBSIDTARY WORK, NO SEPAR.ATE PAY. 4. SAWING, CLEAI�III�G AND APPLYING JO1NT SEALANTS WITH FLJRNI�HING AND INSTALLING MATERIALS SHALL BE CONSIDER�D SUBSIDIARY WORK, NO SEPARATE PAY, S. UNCLASSIFTED �XCAVATION (IF NEEDED) FOR CONCR�TE PAVING UP TO 7 INCH SHALL BE CONSIDERED SUBSIDIARY, NO SEl'�RATE I'AY. 6. MINIMUM COMPRESSIV� STRENGTH Or HIGH EARLY STRENGTH (HES} CLASS C�NCRET� SHALL BE 3,000 PSi AT '12 HOURS. 2� C.Related Specification Sectians include, but are not tlecessarily limited to: 25 I. Division 0- Procurement and Conti•acting Requirements 26 2. Division 1- General Requirements 27 3. Sectian 32 01 29 - Con.crete Pa�ing Repair 28 �. 5ection 32 13 73 - Coucreie Paving Joint SeaIants 2R 1.� PRICE AND PAYMENT PROCEDURES 30 31 32 33 34 35 36 37 38 34 4q A. Measurement 1. Measurement� a. Measurernent for this Item shal� be by the square yard of completed and accepted Concrete Pa�e�nent in its final position as measured from back of curb far various: 1) Classes 2) Thicknesses 2. Paynaent a. The work performed and materials furnished in accordar►ce with this Item tivilI be paid for at the unit price bid per square yard of Concrete Pavezx�.ant. 3. The price bid sha11 ine�ude: CITY OF FORT WORTH 2D23 CONCRET� RESTOi2ATION CDNTRACT 3 STA,NI�ARD CONSTRUCTION SPECIEICATION DOCI rMENTS City Project No. 104182 ReVised June Ip, 2022 32 13 13 - 2 CaNCR&TE PAVING Page 2 pF22 1 a. Shaping and fine grading the placement area 2 b. Furnzshing and applying a11 watar required 3 c. Purnishing, loac�i�g and unIoading, storing, hauling and handling all concrete 4 ingredients including all freight and royalty invalved S d. Mixing, placing, finishing and curing aiI concrete 6 e. Furnishing and installing ail reinforcing steel 7 f. Furnishing all rnaterials and placing longitudinal, warping, expansion, and 8 contraction joints, incluc�ing ail steel �lowels, d�wel caps and laad transrr�ission 9 units required, wire and devices for placing, holding and supparting the steel 10 bar, load �ransmissic�n units, and joint filler materiai in �lie proper positian; for 11 coating steel bars wlae:re required by the Drawings 12 g. Sealing joints 13 h. Monolithicaliy poured curb 14 i. Cleanup 15 j. MAKING MINOR ADJUSTMENT OF EXIS`I`Il�TG MANHOLE AND 16 WATER VALVE BOX ADdUSTMENT ]7 k. BACKFII,LING AND �'INISHING GRADE BEHIIVD CURS IIVCLUDING 18 FLJRNISHING AND PLACING OF TOP SOIL PER SECTION 32 91 19 19 1. UNCLASSIFIED EXCAVATION {iF NEEDED) FOR CONCRETE PAVING 24 UP TO 7 �IVCH 21 22 1.3 REFERENCES 23 A.Reference Standards 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. 2. Reference standards cited in this specification refer ta the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a dat� is speci�cally cited. ASTM Znternatianal {ASTM}: a. A615/A615M, Deformec� a��d Plain Billet-�teel Bars for Concrete Reinforcernent b. C3 3, Standard Practice for Making and Curing Car�crete Test Specimens in the Field c. C33, Concrete Aggr�gates d. C39, Standard Test Met�iad for Cazr.apressive Strength af Cylindrical Concrete Specimens e. C42, Standard Test Method for Obtaini�ig and Testing Drilled Cbres and Sawed Beanns of Concre#e £ C94/C94M, Standard Specifications for Ready-Mixed Concrete g. C150,1'ortland Cement h. C595, Portland-Limestone Ceznent i. C156, Standard Test Method for Water Loss (from a mortar specirr�en} Through Liquid Membrane-Formin� Curing Carnpounds for Cancrete j. C172, Standard Practice for Sampling Freshly Mixed Concrete k. C260, Air Entraining AdmixtLires for Concrete l. C309, Liquid Membrane-Forming Com�ounds for Curing Concrete, Type 2 m. C494, Chemical Adznixtures for Concrete, Types "A", "D", "F" and "G" n. C61$, Coal F'Iy Ash and Raw or Calcined Naturai I'ozzoIaii %r use as a Mineral Admixture in Concrete CTTY OF FORT VVdR'T'H 2Q23 CDNCRETE RESTORAT[ON CO3VTRACT 3 STRNDARD COl�45TRUCTI0A15PECIFICATION dOCL7MENT5 City Project No. 104182 Rcvised June 10, 2022 32 13 13 - 3 COAICRETE PAVING Page 3 ai22 1 2 3 4 5 6 7 8 9 10 11 12 o. C881, Standard Specification for Epoxy-Resin-Base Bot�diz�►g Syste�ns for Corac:ret� p. C10b4, Standard Test Method far Teinperature of Fresh(y Mi�ed Hydraulic- Cement Concrete q. C16Q2, Sta�idard Specificaiian for Mixing Water Used in tI�e Production oi Hydraulic Cement Concrete. r. D698, Laboratory Compaction C17aracterisiics oi Soil Using Standard Effort (12,400 ft-lbf/ft3) 3. American Concrete Institute (ACI): a. ACI 305.1-14 Specifieation for Hat Weather Concreting b. ACI 306.1-90, Standard SpecificatiQn for Cold Wea#her Collereting c. ACI 3 I.8, Building Code R�quirerr�ents for Structural Concrete and Commentary 13 1.4 ADMIlVISTRATIVE REQUIltEMENTS [NOT USED] 14 1.5 SiTBMITTALS [NOT USED] 15 1.6 ACTION SUBNIITTALSfINFORNiATIONAL SLTSNIITTALS 16 A. Mix Design: submit For approval. See Item 2.4.A. 17 1.9 CLOSEOUT SUBNIYTTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUAL�TY ASSURANCE [NOT USED] 20 1.10 D�LTV�RY, STORAGE, AND HANDLING [NOT IISED] 21 I.11 FI�LD CONDITTONS 22 23 24 2� 26 �7 28 29 3Q 31 32 33 34 35 36 37 38 39 �a 4I A.Weather Conditions 1. Place eonerete when concrete ternperature is between 40°F and 95°F t�hen measured in accordance with ASTM CI064 at poi�it oiplacement. Z. Hot Weather Concreting a. Concrete paving operat�ons shall be approveci �y the City praject maiiager or designee when the coi�crete temperature �xceeds 95°�. b. Concrete s1�aI1 not be placed when concrete temperature is abo�e 100°� under any circumstances. 3. Cald Weather Concreting a. No concrete shall be placed when ambient temp in shade and away frotn artificial heat is below 40°F and falling. Concrete may be �alaced when ambieni terr�p is above 35°F a��d rising. Unless th� City project manager or designee approves paving to continue, s�.�spend concreting operations if a descending air temperature in the shade and away from artificial heat falls below 40°F. Do not resume concreting operatians untiil an ascending air ternp�rature in the shade and away from artificial heat reaches 35°F and rising. Contractar should take all the �recautions n�c�ssary to prevent freezing oi concrete. Frozen conerete must be removed and replaced. 4. It is to be distinctly understood that the contractor is responsible for the quality and strength of the conerete placed under any weather conditions. CITY OF FORT WORTFI 2a23 COi�ICR�TE RESTORATION CONTRACT 3 3TANDt1RD CONSTRUCTION SPEC[FICATIOI�! DOCUNEENTS City Praject No. ] Q4182 Revised dune 10, 2022 32 13 13 - 4 CONCRETE PAVINCr Page 4 of22 � 3 B.Ti�ne: Place concrete after suurise and no lat�r than shall permit the finishing oftl�e pavement in natural light, or as directed hy the City. 11� WARRANTY [NOT USED] �4 PART � - PRODiTCTS 5 2.1 OWNER-FURNISHGD PRODUCTS [NOT USED] 6 2.2 MAT�KIALS 7 A.Cementitiaus MateriaL• ASTM C150, A�TM C595 Type IL Cement. 8 E B.Aggregates: ASTM C33. C. Water: ASTM C 1602. 10 D.Admixturas: When admixtures are used, canfarm ta the appropriate specification: 11 1. Air-Entraining Admixtures for Concrete: ASTM C260. 12 2. Chemical Admixtures for Concre�e: ASTM C494, Types "A", "D", "F" and "G." l3 3. Fly Ash 14 a. Coal Fly Ash and Raw or Calcined Nat�raI Pozzolan far Use in Concrete: IS ASTM C618. 16 b. Fly ash may be substituted at one pound per pound of ce�nent up to 25% of the 1'7 specit'ied cement content when such batch desigzx is appraved by the Engineer. 18 E. Steel Reinforcement: ASTM A61 S. 19 �. �teel 'L�V'ire Rein%rcement: Not used for concr�te paverrient. 20 21 22 23 24 25 2b 27 28 29 30 31 G.Do�vels and Tie Bars i. Dowel and tie bars: ASTM A515. 2. Dowel Caps a. Provide and install dowel caps u+ith enough range of movement to allow complete closure of the expansian joint. b. Caps for do�vel bars shal� be of the length shown an the Drawings and shail have an internal diameter sufficient to permit �he cap to freely slip over the bar. c. In no case shall the internaj diameter exceed the bar diameter by more 1/8 inch, and one end af the cap shall be tightly clased. 3. Epo�y for powel and Tie Bars: ASTM C881. a. See following table for approved producers oiepoxies and adhesives Pre-Qualified Producers of Epoxies and Adhesi�es Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Pawers Fasteners P E 1000+ Powers Fasteners C-6 Rarnset-Redhead CITY DF FORT W�RTIi 2023 CONCR�TE RESTORATION CONTRACT 3 STANDARD CONSTRIICTiON SAECIFICATION DOCUNiENTS City Project Na, 104182 Revised dune 10, 2022 32 13 13 - 5 CONCRETE PAVING Page 5 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 1 �i 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3� 3I 32 33 34 Epcon G-5 Pro-Po�c}F-300 Fast Tube Shep-Poxy TxITI Ultrabond 130b Tubes Ultrabone 2340 N.S. A-22-2300 SIow Set Dynapo� EP-430 EDOT ET22 SET 22 SpecPaxy 3�OOFS Ramset-Redhead Unitex CMC Construction Services Adhesi�es Technology Adhesr�ves Tec�inoingy Pecora Corp. 5impson Strong Tie Simpson S1xon� Tie Sitnpson 5trang Ti� SpecGhem b. Epoxy Use, Starage and Handling 1} Package companents in airtight containars and pratect from light and moisture. 2} Liclude detailed instruetinns for the application of the material and all sa�ety info�•mation and warnings regarding contact with the compouents. 3} Epo�y label requirements a) Resin or hardener components b) Braiid name c) Name of manufaciurer d} Lot ar batch number e) Ternperature range far storage � Date of mannfacture g) Expir�tzan date h) Quantity contained 4) Stare epo�cy and adh�sive components at tempei�atures recommended by tl�e manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of erystallization,luinps skinning, extreme thickening, or settling of pigmeiits that cannot be readily dispersed with normal agitation. 6) Follaw sound en�vironmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all �mpty cantainers separateIy. $) Dispose of epoxy by completely emptying and mi�cing the epoxy before disposal H.Reinforcement Bar Chairs 1. 2. 3. Reinforcernent bar chairs or supports shall be oi adequafie strength to support the reinforcement bars and shall not bend or break undez' the w�ighi of the reinfarcement bars or Contractor's personnel �valking on the reinfarcing bars. Bar cllairs �nay be made of inetal (free of rttst), precast mortar or concrete blocks or plastic. For approval af plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent sofutian of sodium hydro�ide for 120-hours. CITY OF FdRT WORTH 2D23 CONCRE�'E RESTORATIOt� CONTRACT 3 STANDAR.D CONSTRiICTION SPECIPICATION DOCUMENTS Cify Project No. 104182 Revised ,Tune 10, 2022 321313-G CaAiCRC`I'� PAVI3VG Page 6 of 22 4. Bar chairs may be rejected for failui•e to meefi any of the requir�ments of this specification. i. Joint FiIler 4 1. Joint fiiler is the material placed in concrete pavement and concrete structures to 5 allow for the expausian and contraction of the cancrete. b 2. Wood Boards: Used as jaint filler for concrete paving. 7 a. Boards fnr expansion joint filler shalI be of the required size, shape and type 8 indicated on the Drawings ar reyuired in tI�e specifications. 9 1) Boards shall �e of selected stock of redwood or cypr�ss. The baards shalI 10 be sound heartwnod and shaIl be free fram sapwood, knats, clustered 11 birc�seyes, checks and splits. 12 2) Joint filler, boards, shall be smooth, flat and straight ihro��ghout, and shall 13 be sufficiently rigid to permit �ase of installafion. lA- 3) Boards shall be furnished in lengths equal to the width between 1S Iongitudinal�oints, and may be furnished in strips or scored sheet ofthe 16 required shape. 17 3. Dimensions. The thickness of the expansian joznt f�ller shall be shown on the 18 Drawings; the width shall be not less than that shown on the Drawings, providing 19 for the top seal space. 2Q 21 22 23 24 25 2b 27 28 29 3Q 3l 32 33 34 35 36 37 38 39 �}0 41 42 43 44 45 �b 4. Rejection. Expansion jaint filler may be rejected for £ailure ta meet any ofthe requirements of fhis specification, 7. Joint Sealants. Provide loint Sealaints in accorda�ice with Section 32 13 73. K.Curing Materials 1. Mernbrane-Forrming Compaunds, a. Conform to the requirements afASTM C309, Type 2, white pigmeitted compound and be of such nature that it shall not produce parmanent discolorakioz� of concrete surfaces nor react deleteriously with �he concrete. b, The compound shall produce a firm, continuous Unifortn moisture-impermeable fi�lrn free from pinholes and shalI adhere satisfactQrily to the surfaces of damp c. d. e. % g• h. conc�•ete. It shall, when applied to the damp concrete surface at the specified rate af coverage, dry to touch in 1 hour and dry through in not more ihan 4 hours under normal condifions suitable far concrete operations. It shall adhere in a tenacious film without running off or appreciab�y sagging. Ii shall not disintegrate, check, peel or crack during the required curing period. The campound shall nat peel or pick up under traffic and shall disappeaa- from the surface af the concrete by gradual disintegratian. The campound shall be delivered to the job site in the manufacturer's original cantainers only, which shall be clearly labeled with the manufacturer°s name, the trade name af the material and a batch number or symbol with which test �amples may be carreIated. When tested in accordance wi�11 ASTM C156 Standard Test Method far Wat�r Loss {from a mortar specimen) Thraugh Liquid Membrane-Forming Curing Compounds for Con.creta, �e lzquid membrane-farming compound shall restrict the loss of water present in the test specimen at the time of application nf the curing compound to notmnra than OA1-oz.-per-2 inches of surface. CITY OF FORT WORTH 2U23 CONC1tETE RESTQRATION CONTRACT 3 STANDARI] GONSTRUC`I`ION SPECICICATI03V DOCUME7�]T5 City Project Na. 104182 ReVised June 10, 2022 32f3I3-7 CQNCRETE PAVING Page 7 of 22 �.3 ACCES�ORIES jNOT USED] 2 �.4 SOURCE QUALITY CQNTROL A.Mix Design � 1. Concrete Mix Design and Cantrol S a. The City has a pre-appro�ed list of concrete mi� designs. The pra-approved list � can be found on the City wEbsite under Project Resources Folder. These mix 7 designs meet the requirernents of applicable City specifications and the 8 Contractor may use mix designs ftom the list witliout the need for review and 9 approval. The contractor shaIl notiiy the City in writing which mix in the pre- 10 approvad list the contractor uses for a project. ] 1 h. For a mix design nof included in the pre-approved list, the Cantractor shall 12 submit a design of the conerete mix it praposes to use and a full description of 13 the source of supply oi each material corr�ponent at least 1 p calendar days priar i4 to tl�e start of concrete paving operations. 15 c. Tl�e design of the concrete mix shaIl produce a c�uality concrete complying rvith 16 these spe�ificatians and shall include the %llowing iuformation: 17 I) Design l�ey�irements and Design S�mmary 18 2) Material source 19 3) Diy weight of ceinent/cubic yard and type 20 4) Dry weight of fly ash/cubic yard and type, if used 21 5) Saturated surface dry weight of �ne and caarse aggregates/cubic yard 22 6) Design water/eubic yard 23 7) Quantities, type, a��d natne of adrnixtures with manufacturer's data sl�eets 24 S) Current strengfih tests or strength tests in accordance with ACI 31$ 25 9) Current Sieve At�alysis a��d -2�0 Decantation of fine and coarse aggregates 26 and date of tests 27 10) Fineness maduius of fine aggregate 28 11) Specific Gravity and Absorption Values of fne and coarse aggregates 29 12) L.A. Abrasion oi coarse aggregates 36 d. Once mix design approved by City, nnaintain intent aimix design and 31 maximum �vater to cement ratio, 32 e. No concrete may be plaeed on the job site until the mix design has been 33 approved by the City. 34 2. QuaIity of Cnncrete 35 a. Consistency 36 1} In general, the consistency of concrete mixtures shall he sucl� that; 37 a) Morta�r shall cling tn the coarse aggregate 38 b) Aggregate shall not segregate i� coner�te when it is transported to the 39 pla�e of deposit 40 c) Concrete, w1�e�1 dropped directly from the discharge chute of the mixer, 41 shall flatten out at the center of the pile, bui the edges ofthe pile shall 42 stand and not flow 43 d) Concrete and mortar shall sliow no free water when removed from the 44 mixer 45 e} Concrete shall slide and not flow into place when transported in metaI 46 chutes at an angle of 3 Q degrees with the horizontal 47 � 5urface of the finished cancrete shall be free from a surface film or 48 Iaitance CITY OF P01iT WQRTH 2O23 CONCRETE R�STORATION CONTRA,CT 3 STAI�IDARD CONSTRUCTION 5PECIPICATION DOCLIMENTS City Project Mo. 104182 Revised 7une 10, 2022 321313-8 CONCRETE PAVING Page 8 of 22 i 2) When �eld canc�itions are snch tk�at additional moisture is needed for �lie 2 final cancrete surface finishing operation, the reyuired water shall be applied 3 to the surfaee hy hand sprayer only and be held to a minimum amount. 4 3) Tlie concrete sl�all be workable, eahesive, possess satisfactory iinishing 5 qualities and be of the siiffest consistency that can be placed and vibrated 'u�to 6 a homogeneous mass. 7 4) Excessive bleeding s�all be avaided. 8 5) If the streng�h nr consistency required �or the class of conarete being 9 proc�uced is not secured with the rninimum ceinent speci�ed or without 10 exceeding the maximum watet•Icemenf ratiQ, the Contractor may use, or the 11 City may require, an approved cement dispersing agent (water reducer); or 12 tl�e Contractor sliall furnish additional aggregates, or aggregates with 13 difFerent characteristics, or the Contractat may use additional ce�nent in 14 order to produce the req�ired results. 15 6} TI1e additional cemant may be permitted as a teaaaporary measure, unti� i 6 aggregates ara changed and designs checked with the different aggregates 17 or cement dispersing agent. 18 7) Th� Contractnr is snlely responsible for the quality of the concrate 19 praduced. 20 8) The City reser�es the right to independently verify ttie quality of the 21 concr�te thraugh inspection of the batch plant, testing of the various 22 materials used in the conerete and by casting and testiag concrete cylinders 23 ar beams on the concrete actually incorpora�ed in the pavement. 24 b. �tandard C1ass 2S 1) Unless otherwise shown on the Drawings ar �etailed speci#ications, the 26 standard class for pavement and related concrete for streets and alleys is 27 shown in the fallowing table: 28 CITY OF FORT WORTI-I 2023 CONCRETE RESTORAT[qN CONTRACT 3 STAi1DARD CONSTRUCTION SPECIFIGATIQN DOCUM�NTS Ciry PrnjectNo. 1Q4182 12evised June 1Q, 2D22 32 13 13 - 9 CONCiZETE PAVING Page 9 af 22 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1'7 18 19 20 21 Zz 23 24 Class of Concrete i � CT Ci P 517 3,60D 6.45 � 1-1/2 Machine placed Pa�in� H 564 4,500 0.45 1-1/2 Hand Placed Pavin� HE5 56�1 4,500 0.45 1-112 HES Pa�ing Bridge slabs, top slabs of S 564 4,000 �.45 1-1/2 direct tx•affc culverts, approach slabs l. All exposed horizontal concrete sltall ha�e a minimum of 3% entrained-air, 2. Minimum Campressive Strenglh Required. Standard Classes of Paveinent and Related Cancrete 2$ Day Course Minimum Min. Aggregat Cementitiou Compressi `,y�cm Ma�cimu Genera] Usage s �e (InFormatianalOnly) {Lb./CY) Strengthz Ratio m (Psi) Size {Inch) Sidewalks and ADA 470 3,000 0.58 I-1/2 ramps, driveways, curb & gutter, median pavement Inlets, manhales, junctian boxes, P 470 3.00Q D.SO 1-1/2 encasement, blocking, collars, light pole foundations 517 3,600 0.45 1-1/2 Headwalls, wingwalls, culverts, drilled shafts a) Cancrete SidewaIks and Curb & Gutter: Class A b) Cast-In-Place Concrete Structures: Class CIP and C1ass C c) Machine-Laid canerete: Class P d) Hand-Laid concrete: Class H e) Structural Concrete: Class S � High Early Strength Concrete: Class HES {1) When shown on the Drawings or allowed, provide Class HES concrete for very eariy opening of paveinents area or leave outs to traffic. (2) Design class HES to meet the requirements of class speciiied for concrete pavement and a minimum compressiv� strength oi�99 3,000 psi in �4 72 hours, unless o�lier e,arly strengtll and time require�nenis a�re sl�o�� on th� Deawings allawed. c. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the %llowing table: Concrete Pavement and Related Canerete Slump Requireraent� Add classes of concrete Cor►crete Use CITY OF FORT WQRTH STAN�ARD CONSTR[JCTIOI�! SPECIPICA�ION DOCUMEI�'FS Revised June 10, 2022 Recommended Acceptahle Design placernent SIump, and Placement (Inch} Slump, 2p23 CDNCRETE RESTORATION CONTRACT 3 City Yroject Alp, 1Q41$2 32 13 13-10 CONCKET� T'AV WG Pag� 1 Q of 22 1 2 3 4 5 6 (Inch} 1-1/2 4 4 61rz I-3 3-5 3-5 5��2— 71r� 2) No concrete shall be permitted with slump in excess of ihe ma�imums shawn. 3) Any concrete jnix failing to meet #he above consi�tency requiremerzts, although meEting the slump requirements, shall be considered unsatisfactory, and the mix shali be changed to correct sucll unsatisfantory conditions. 7 PART 3 - EXECUTION S 3.1 INSTALLERS [NOT USED] 9 3.2 EXAlVIINATTON [NOT USED] �0 3.3 PR�PARATION [NOT USED] lI 3.� INSTALLATION 12 A.Eguipment 13 1. All equipm�nt necassary for t11e cnnstruction of ihis item shall be on the project, 14 15 l6 17 18 19 20 21 22 23 24 zs 26 27 28 29 30 31 32 33 The equipment shall inc[ude sprearizng devices (augers), interrn.al vibration, tamping, a.ud surface floa#ing necessary to finish the freshly placed concrete in s�ch a manner as to provide a c�ense and homogeneous pa�ement. Machin�-Laid Concrete Pa�vement a. Fixed-Form Paver. Fixed-farm paving eguiprr�ent shall be provided with farms that are unifarmly supported on a sufficienfly iirm s�abbase to prevent sagging under the weight of machine. b. Slip-Form Paver I) Slip-form paving equipment shall he provided with traveling side forms of sufficient dimensinns, shape and strengtli so as ta support the concrete laterally for a sufficient length of time during placeznent. 2) C'rty may reject use of Slip-Form Paver if paver requires over-dig�ing and impacts trees, mailboxes or other irnprovements. Hand-Laid Concrete Pavement a. Machines that do not incorporate these features, s�cli as roller screeds or vibrating screeds, shalI be considered tools to be used in hand-laid concrete construction, as sl�mps, spreading methads, �ibz•ation, and o�laer procedures a�re more common to hand methods than to machine methods. 5. City may reject equiptnent and stop operation if equipment does not meet requitem�nts. 34 B.Concrata Mixing and Delivery Slip-Form/Form-Ridin� Pavin� Hand Formed Faving Headwalls, wingwalls, cnlve�•ts, inlets, rnanholes, junction bpxes, encasement, blocking, callars, light pole foundations, slabs, sidewalk, curb and gutter, concrete valiey gutter and other miscelianeaus conerete Drill�d shafts 2. 3 4. CITY OF PDRT WORTH 2O23 CONCRETE RE5TORAT1dN CO3VTRACT 3 STANDARD CONSTRUCTION SPECIFICATIOi*I QOCUMENTS City Project No. 1D4182 Revised 7une 10, ZQ22 32 13 13 - 11 CONCRC7'� PAVING Page 1 I of22 1 1. Transit Batchiiig: shall not be used — onsite mixing nat permitted 2 2. Ready Mixed Concrete 3 a. The concrete sl�all be produced in an approved �nethod conforming to the 4 requirements of this specification and ASTM C94/C9�41VI. 5 b. City shall have aecess to ready mix pIant to obtai�i material samples. b c. When readyanix concrete is used, sample concrete per ASTM C17� Alterz�ate 7 Procedure 2: 8 1 j As the mixer is being emptied, individual samples shall be taken after the 9 discharge nf approximately I O percent and 90 percent of the load. 1 fl 2) Tha method af' sampling shall provzde �hat tha samples are representative of I1 widely separated portions, but not from the very ends of the batcl�. 12 d. The mi�ing of each batch, after all materials are in the drum, shall continue until 13 it produces a thoroughly mixed concrete of uaaifornn mass as determined by 14 establrshec� mixer performat�ce ratings and inspection, or appropriate unifonnity 15 tests as described in ASTM C94. 16 e. The entire contents of the drum shall be discl�arged before an� materials are I7 placed thea•ein far the succeeding batch. 18 £ Retempering or remixing shall not be permitted. 19 3. Delivery 2fl a, Deliver concrete at an interval not exceeding 3� minutes or as determined by 21 City to prevent cold �oint. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 � 4. DeIi�veiy Tickets a. For all operatio�ls, the manufacturer of the coticrete shalZ, before unloading, furnish to the purchaser with eaeh batch of c�oncrete at the site a delivery ticket on which is printed, sta�nped, or wriften, the following information to determine that the concrete was proportioned in accordance with tlie approved mix design: 1} Name af concrete supplier 2} 5erial number of ticket 3 } Date 4} Truck number 5) Na�ne oipurchaser 6) Specific designatian afjob (name and location) 7} Specific class, design ic�entif catian and designation af the concrete in conforznance with that employed in job specifications $} Amour�t of concrete in cubic yards 9} Tim� loadad or of f rst mixing oi ce�nent and aggregates 10) Water added by receiver of concrete l 1) Type and amount of admixtures C.Subgrade 40 1. When manipulation or tr�atment of subgrade is required on the Drawings, the work 41 shall he performeci in proper se�uence with the preparatian of the subgrade for 42 pavemant. 43 2. The roadbed s11all be excavated and shaped in confannity with the typical sections 44 and to tl�e lines and grades shown on the Drawings or established by the City. 45 3. All hnles, ruts and depressions shall be flled and compacted with suitable material 4b and, if required, the subgrade shall be thoroughly we�ed and reshaped. 47 4. Irregularities of more than 112 inch., as shown by straightedge or template, shall be 48 corrected. CITY OF FOR't" WORTH 2623 CpNCRETE R6STORATION C�NTRACT 3 STANDARD CONS'TRUCTION SPECIFICATION DOCUMENTS CityProjec#No. 1041&2 Revised duna 1�, 2a22 32E313-12 CON�GRET� PAVIIIG Page 12 of 22 1 S. Th� subgrade shall be uniformly compacted to at least 95 percei�t of the maxiinum 2 density as determined by ASTM D698. 3 6. Moisture cantent shall be within minus 2 p�rcent to plus 4 percent of optimum. �4 7. The prepared s�bgrade shal] be wetted dawn sufficiently in advance of placing the 5 pavemant to ensure its being in a firm and moist conditio�. 6 S. Sufficient subgrade shall i�e prepared in advance to ensure satisfactory prosecution 7 of the wark. 8 9. The Contractar sl�all natify the City at least 24 hours in advance of its intention to 9 place concrete pavement. 10 10. After the specified moisture aud density are achieved, the Coiitractor shall maintaii� 11 tl�e subgeada moisture and density in accordance with this Section, 12 13 1�} i 1. In the event that rain or other conditions may have adversely affected the condition of the suhgracie or base, additianal tests may be required as directed by the City. D.Placing and Removing Forms 15 1. PIacing Farms 16 a. Forms for machine-laid concrete 1'1 1} The side farrns shall be nzetal, af approved crass sectinn and bracing, of a 18 height no less than the prescribed edge thickness of the coticr�te saction, and a 19 minimum of 14 feet in length far each individuaI form, 20 2} Forms shall be of ample strength and staked with adequate number of pins 21 capable of resisting the pressure of concrete pIacec� against them and the 22 thrust and the vibration of the construction equiptnent operating upon them 23 without appreciable springing, settling or daflection. 24 3) The forms shall be free fram warps, bends or kinks and sha11 show no 25 vari�tion from the irue plane far face or top. 26 A�) Forms shall be jainted neatly and tightiy and set with exactness to ihe 27 established grade and alignment. 28 5) Forms shall ba set to line and grade at least 200 feet, where practicable, in 29 advance of the paving operations. 30 6) In no case sha�l the base tividth be less than 8 inches for a form 8 inehes or 3I xnor� in height. 32 7) Forms must be in firm contact with the subgrade throughout their length 33 and base width. 34 8) If the su�grade becomes unstable, forms shall be reset, using hearry stakes 35 or other additianal supports naay ba nec�ssary to provide the required 3 6 stability. 37 b. Forrrts far hand-laid concreie 38 1) Forms shall e�end the full depth of concreis and be a minimum of 1-1/2 39 inches in thickness ar equivalent when wooden forms are used, or be of a 40 gauge that shaIl provide ec�uivalent rigidity and strength when metal forrns are 41 used. 42 2) Far curves with a radius of less than 250 feet, acceptable flea�ibte metai or 43 wood farms shall be used. 44 3} All forms showing a deviatian of 1�8 inch in 10 feet from a straight line �5 shall be rejected. 46 2. Settling. When forms settle over 1/R inch under finishing aperations, paving 47 operations shall be stopped the forms reset to line and grade and the pav�ment then 48 hrought tn the required section and thickness. CITY OF FOTZT W012'I'H 2O23 CONCI�TE RESTORATION CONTRACT 3 STANDARD CONSTRi1CTI0i�3 SPECIFICATI03V �OCIJMENTS City Project No. 104182 Re�ised June 10, 2022 32 13 l3 - 13 CONCRETE P�1V1NG Page 13 of 22 1 3. Cleaning. Forms sl�all be thoroughly cIeaned after eacl� use. 2 4. Removal. 3 a. Forms shall remain it� place until ihe concrete has taken its fiiial set. 4 b. Avoid damage to tl�e edge of the pavement when remo�ing forms. 5 c. Repair dainage resulting from �orm removal and l�oneycornhed areas vvith a 5 mortar mix witl�in 24 hours after form removal unless otherwise approved. '7 d. Clean joint face and repair honeyco�nbed or dainaged areas witliin 24 hours 8 after a bulkhead for a transverse construction joint has been removed unless 9 otherwise approved. I6 e. When fornns are reznoved before 72 �ours aftez• coz�crete placezz�.ent, promptly I I apply membrane curing compound to the edge of the concrete pavement. T2 I3 14 15 l6 l7 l8 19 20 21 22 23 24 25 26 27 28 29 E. Placing Reinforcing Steel, Tie, and Dowei Bars I. General a. Whei7 ��einforcing steel tie bars, dowels, etc., are required tlaey sha�l be placed as shown on the Drawings. b. All reinforcing steel shaIl be clean, free from rusf in the form of loose or objectionable scale, and offil�e type, size and t3imensions shown on the Drawings. c. Reinfarcing bars shall be securely wired tagether at the alterna#e intersections and all splices and shall be �ecurely wired at each interseciion dowel and load- iransmission unit intersected. d. All bars shall be installed in their required position as shown on the Drawings. e. The storing of reinfarcin� or struct�ral steel an cornpl�ted roadway slabs generally shall be avoided and, where permitied, such storage shall be limited to quantities and distribution that sl�all not induce excessiva stresses. 2. Splices a. Provide standard reinforceinent splices by lapping and tying ends. b. Com�ly with ACI 318 for minirrtum lap of spliced bars where not sp�ecified on the Drawings. 30 3. Installation of Reinfarcing SteeI 31 a. AlI reinforcing baxs and bar mats shall be installed in the slab at the required 32 depth below the finished surface and supported by and securely attached to bar 33 chairs installed on prescribed longitudinal and transverse centers as shown by 34 sectional and detailed drawings on the Drawings. 35 b. Chairs Assembly. The chair assembly sliall be similar and equal to that shown 36 on the Dravvings and shall be approved by the City prior to extensive fabrication. 37 c. After the reinforcing steel is securely installed above the su6grade as speci�ed 38 in Drawings and as herein prescribed, no loading sha11 be imposed upan the bax• 39 mats or individual bars before or during the placing or finishing af the concret�. 40 41 42 43 44 45 46 47 48 A�. lustailation of Dowel Bars a. Install thraugh the predrilled joint �Iler and rigidly support in true horizontal and vertioal positions by an assembly of bar chairs and dowel baskets. h. Dawel Baskets 1} The dowels shall be held in position exactly p�.rallel to surface and centerline of the slab, l�y a dawal basket that is l�ft in the pavement. 2) The dowel basket shall hold each dowel in exactly the correct position so firmly that the dawel's positian cannot be altered by conereting operations. c. Dow�l Caps CITY qF FpRT WOKTH 2Q23 CONCRETL R�57'ORATIQN CONTRACT 3 STANDARD CQNSTRi1CTION SPECIFICATION DOCUMEi�TS City ProjecY Na. 104182 Revised dune 10, 2022 32 13 13-14 CONCiL�T� PAVING Page 14 of 22 l 1) Install cap to allow the bar to move not l�ss than 1-1/4 inch in either 2 direction. Ga•ease har befora addzng cap to prevent bonding with the concrete. 3 S. Tie Bar and Dowel Placement 4 a. I'lace ai mid-depth of the pavement slab, parallel to the surface, 5 b. Place as shown on t1�e Drawings. 10 11 12 13 I4 15 l6 17 l8 19 2Q 21 22 �3 24 6. Epoxy for Tie and Dowel Bar Installafion 1) Epoxy bars as shown on the Drawings. 2) Use onIy drilling aperations that do nat damage the surrounding structures. 3} Btow out drillecl holes with compressed air. 4} Compleiely fill the drilled hole with approved epoxy before inserting the tie bar into #he hvle. 5} Install epoxy grout and bar at least 6 inches embedded into concrct�. F.loint5 1. Joints shall be plae�d where shown on the Drawings or wl3ere r�irected hy the City. 2. The plane of all joints shalI make a right angle witli the surface ofthe pavement. 3. No joints shaIl I�ave an error in alignmen# of more than 1/2 inch at any pQint. 4. Joint Dimensions a. Th� width ofthe joint sha11 be sliown on the Drawings, creating tl�e joint sealant reseivoir. b. The depth of the�oint shall be s�iown on the Drawings. c. Dimensions of the saalant reservoir shaIl be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 11$ inch ta 114 inch beIow the pavement surface at tha center of the joint. 25 5. Tra�lsverse Expansian Jaints 26 a. Expansion joints shall be installed perpendicularly to the surface and to the 27 centerline of the pavement at the locations shown on fhe Drawings, or as 28 approved by tl�e City. Expansion joir�ts shal! continue to the farthest outside 29 edge of pa�ing and adjacent slabs, and shouId extend �hrough monalithic or 30 attached curbs so that th�re is no restriction to the mavement of the Joint at any 31 point. 32 b. Joiirts shall be of the design width, and spacing shown on the Drawings, or as 3� approved by ihe City. 34 c. Dowel bars, shall be of the szze and type shown on th�e Drawings, or as 35 a�proved by �he City, and shall be installed at �11e specified spacing. 36 d. Support dawel bars with dowel haskets. 37 e. Dowels shall not restrict tkze firee opening and closing oft the expansion join anc3 38 shall not malce planes of weaknesses in the pavement, 39 % Greased Dowels for Expansion 7aints. 40 1} Coat dowels wit� a thin film of grease or ather approved de-bonding 41 material. 42 2) Provide dowel caps on the lubricated end of each dflwel bar. 43 g, Pro�mity to Existing Structures. When the pavement is adjacent to or around 44 existing structures, expansions jvints shall 6e constructed in accarc�ance with the 45 details shown on th� Drawings. 46 6. Transverse Cor�traction Jaints 47 a. Contraction ar dummy joints s1�all be installed at the locations and at the 48 int�rvals shawn on the Drawings. CITY OF FORT WORTH 2O23 CONCRETE RESTORATION CON1'RACT 3 STAIVDARD CQNSTRUCTIOt�i SPECIFICATIOIri DOCUM�NTS City Praject No. 104182 Revised June 1 D, 2022 32 13 13 -15 GONCRBTE PAVING Page 15 oi22 1 b. Joints shal l be of the design �vidth, and spacing shown on the Drawin�s, o�• as 2 appraved by tha Ciiy. 3 c. Dowel b�rs, sha�l be af the size and type shawn on the D rawings, or as 4 approvec� 6y the City, and shall be installed at the specified spacing, 5 d. Saw joints in a single cut to the vaidth and depth tha plaus shnw. Begin sawing 6 as soon as the concrete hardens sufficiently to prevent excessive raveling aIong 7 the saw eut and fmish before conditions ind�zce uncontroIled cracking. 8 e. The joints shall be constructed by sawing ta a 1/4 - i�ch width and to a depth of 9 114 of the actual pavement thickness, or deeper if so indicated on the Drawuigs. 10 f. Complete sawing as soan as possibla in hot weather conditions and within a 11 maximum af 24 hours after saw cutting begins urider cool weather conditio�s. 12 g. If sharp edge joints are being ob�ained, tlye sawing process shall be sped up to 13 the paint where same raveling is observed. 14 h. Damage by blade action to the slab surface and to the concrete immediately 15 adjacent to the Jaint shail be miniinized. 16 i. Any portion of the curing membrane wl�ich has been disturbed by savving 17 aperations sha11 be a�estored hy spraying ihe areas wi�h additional curing 18 compaund. 19 7. Transverse Canstruction Joints 20 a, Construction joints formed at the close of each day's work or wl�en tlle placing 21 of concrete has been interrupted for 30-minutes or Ionger shall be constructed 22 by use of inetal ox• wooden bulkheads cut tru� to the section of the fnished 23 pavement a��d cleaned. 24 h. VJooden bulkl�eads shaIl be constructed using material of a thickness not less 25 than nominaI 2" lumber. 26 a Longitudinal hars shall be held securely in place in a pla.ne perpendieular to the 27 surface as�d at right angles ta the centerIine of the pavement. 28 d. Edges shal] be rounded to 1/4-inch radius. 29 e. Any surplus concreie an tl�e subgrade shall be remov�d upon ihe resumptian of 30 the work. 31 32 33 34 35 36 37 38 39 40 41 42 43 44 �45 46 �F7 S. Longitudinal Constructioii 7oints a. Longitudinai constructian joints shall be of Lhe type shovvn on the Drawings. 9. Joint Filler a. Joint fiI1er shall be as specified in 2.2.I niihe size and shape shown on the Drawings. b. R�dwood Board joints shall be used for all pavement joints except for expansion joints that are coizicident vvith a but� joint against existrng pavements. c. Boards with less tl�an 25-percent o�moisture at the time of instaIlation shaIl be tharoughly wetted on the jab. d. Green lumber of much lzigher moisture content is c3esirable and acceptable. e. The joint filler shall be apprapriately drilled to admit the dow�l6ars when required. f. The bottom edge of the filler shall axtend to or slightly below the bottom of the slab. The top edge shalI be held not less fi.�an 1/2 ineh below the finished surface of the pavemant in order to allow the iinishing operations to be continuous. CITY OF FORT WORTH 2O23 CQNCR�TE RESTORATION CON'i'RAC`I' 3 S1'ANl?ARD COI�STRUCTIO%1 SPECIFICATION DOCUME%IT5 City Project No. 104182 Revised 7une 10, 2022 32I313-IG CONCf2CTE PAVINCr Page 16 of22 1 2 3 4 5 6 7 8 9 g. The joint filler may be composed of more than one lengtli of board in the length af joint, but no baard vf a ler�gth less t11an 6 foot may be used unless otherwise �hown on the Drawings, h. After ihe reinnval of ihe sid� forms, the ends af the joints at the edges of the slab shall be carefully opened for the entire depth ofthe slab. 10. Joint Sealing. Routine pavement joints shall be filled consistent with pa.ving details and as specifed in Sectian 32 13 73. Materials shall geiYerally be handled at�d applied according to the rnanufacturer's recommendations as specified in Section 32 13 73. 1Q G.Placing Concrete 1 l 1. Unless otherwise specified in the Drawings, the fnished pavement shall be 12 constructed monolithically and constructed by ttiachined laid method unless 13 impractical. The City will make determinatian af what is practical. The maximum 14 length of concrete lane that can be placed by hand pouring is 5Q linear feet. 15 2. The conerete shall be rapidly deposited on the subgrade in successiv� batches and l 6 shall be distributed to t�e required depth and for the entire width of the pa�ez�ent 17 by approved methods. 18 3. Any concrete not placed as 1lereui prescribed within tl�e time liinits in the following 19 table will be rejected. Time begins vsrhen the wa�er is added tn the mixer. 20 Temperature — Time Requirements Concrete Temperature Max Time — minutes Max Time — minutes (at point of placemen�j I {no retarding a�ent) (witti r�tarding agent)' A11 temperatures Above 90°F Above 75°F thru 90°F 75°F and Below 21 22 23 24 25 26 27 28 29 3D 31 32 33 34 1 Norma] dosage of retarder. Non-Agitated Concrete 45 A�itated Concrete 45 60 60 �LS 75 90 120 4. Rakes shall not be used in handling concrete. 5. At the end of the day, or in case of unavoidable intetrugCion or delay of more �han 30 minutes or longer to prevent cald joints, a transverse construction joint shall be p�aced in accordance with 3.4.F.7 of this Section. 6. Honeycombing a. Special care sha11 be taken in placing and vibrating the eoncrets against the forms and at all joints and assemblies sa as to prevent honeycombing Concrete shall be uniformly consolidated throughoui its width and depth, free from hon�y eombed areas, and has a cnnsistent void-free closed surface. b. Excessive voids arad honeycomhing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rej ection of the section nf slab rn which the defect accurs. CIT'Y OF FORT WQRTH 2D23 CONCRETL RESTORATION CONTRACT 3 STAr[DARD COI�lSTRUCTIDN SPECIFICATION DOCEIMENT5 City Project No. I 041$2 Rcviscd 7uue 1D, 2022 32 13 13-17 CONCRETE PAVING I'age 17 af 22 H.Finishing 2 3 4 5 6 7 S 9 ]0 il 12 13 l4 15 16 17 18 19 20 Zl 22 23 24 25 26 27 28 1 2. Machine a. Talerance Limits 1) Wfiile the concrete is still workable, it shall be tested for irregularities with a 10-faot straightedge placed parallel to the centerline oithe pavement so as to bridge clepressions and #o tauc� all high spots. 2) Ordinaies m�asured irom �Lie face of die straightedge to the surface of the pavement shail at no place exceed 1116 inch-per-foot from tl�e nearest point of contact. 3) In no case shall the maz�ii�nuzn ardinat� to a IO-foot straightedge be greater than 1/8 inch. 4) Any surface not �+ithin the tolerance limits shaIl be reworked a.r�d refinished. b. Edging 1) The edges of sla�s and aIl joints raquiring edging shall be carefully tooled with an edger of the radius required by t�e Drawings at t1�e tatne the concreta begins to iake its "set" and b�comes non-warkable. 2} All such wark shall be le$ s�naoth and �rue to lines. Hand a. Hand finishing pez-mitted only in intersections and areas inaccessible to a fiiiishing machine. b. When t11e hand z�nethod of siriking nff and con�olidating is parmitted, the cancrete, as soou as placed, sl�all be approxitnateIy levaled a��d tlien struck ofF witl� screed bar to such elevation above grade that, wl�en consolidated and finished, the suj�face ofthe pavement shall be at the grade elevation shown an the Drawings. c. The straightedge and joint fnishing shall be as preseribed herein. 29 I. Curi�g 30 1. The cw•ing of canerete pavement shall b� tharough and coutinuous throughout the 31 entire curi�g pet•iod. 32 33 3� 35 36 37 38 39 �!0 41 42 �3 44 45 4b 47 2. 3. 4. 5. 6. '1. S. Failure to pravide proper cucing as herein prescribed shall be considered as sufficiet�t cause for imznediate suspansion o�fihe paving operations. The curing method as herei�i specified does not preclude t11e use of any of the other commonly used methods of curing, and the City may approve anotller metl�od of curing if sa requasted by the Contraciar. Tf any selected method of curing does not afFard the desired results, the City sF�all hava tha right to order that a��other method of curing be instituted. After removal of the side farms, th� sides oithe slab shall receive a like coating before earth is banked against them. Tlie solution shali be applied, under pressure with a spray nozzle, in such a manner as to cover the entire surfaces thoroughly and complateIy with a uniform film. The rate of applicatian sl�atl be such as ta ensure camplete coverage and sha11 not exceed 20-square-yards-per-gallan nf curing compound. Whei1 tharoughly dry, it shall provide a continuous and flexible membrane, free from cracks or pinholes, and shall not disintegrate, check, peel or crack durrng tha curing �ez'iod. CITY OF FOitT WORTH 2O23 COi�ICRETE RESTORATION CONTRACT 3 STANIlAItD COI�lSTRUC'tIOI�I SPECIEICAfION DOCiJ�v1ENT5 Gity Projeet No. 10�182 Revised June 10, 2022 32 13 13-18 CONCRETE PAVThfG Page 1 S of 22 1 2 3 4 5 6 7 8 9 �a li 12 13 14 15 16 17 18 9. If for any reason the seal is broken during the curing period, it shall be immediately repaired with additional sealii�g solution. 10. When testecE in accordance with ASTM C156 Standard Test Method for Water Loss (fi•om a mortar specirnen) Through Liquid Membrane-Forming C�aring Compounds for Concrete, the curing compound shall provide a film which shall have retained within the test specimen a percentage of t��e moisture present in tlie speczmen when the curing compound was applied according ta the fallowing. 11. Contractor shajl maintain and properIy repair damage to curing materials on exposed surface,s of concrete pavement continuously far a least ?2 hours. 7. MQnolithic Curbs 2. 3. Concrete for mEonolithic curb shall be the sarne as for the pa�ement and shall be placed within 2Q minutes of the pIacement of the slab concrete. After the concrete has been struck off and sufficiently set, the exposed surfaces shall be thoroughly worked to achieve an acc�ptable surface �'inish. The e�posed edges shall be rourzded by the use of an edging tool to the radius indicated on the Drawings. 4. All e�posed surfaces of curb shall be brushed to a smooth and unifor�n snrface. K.Pavement Leaveouts 19 l. Pavement leaveouts as necessary to maintain and provide for local ti'a�Fic shalI be 20 p�•ovided at location indicated an t�e Drawings or as directed by the City. 21 2. The e�tent and locatian of each leaveout required and a suitable crosso�er 22 connection to provide foe traffic movements shall be determined ir� the field by the 23 City. 24 3.5 RCPAIIt 25 A.Repair of concrefie pavement concrete shall be consistent with the Drawings and as 26 speci�ied in Section 32 O 1 29. 27 3.6 RE-INSTALLATION [NOT USED] 28 3.'� �ITE QUALITY CONTROL 29 30 31 32 33 34 35 1. Flace conerete using a fully automated paving machine. Hand paving is only permitted in areas such as intersectians where use of paving machine is not practical. a. AIl conere#e pavement not placed by hand shall be placed using a fuIly automated paving machine as approved by the City. b. Sareeds are considered hand placement paving method. 36 B.Testing ofMaterials 37 1. Sauiples of all materials for testing shall be provided by the contractor at no 38 expense to the City, unless otherwise specitied in the special prov�isions or in the 39 Drawings. 40 2. In the e�eiit the initial sampling and �esting does not comply �vith the specifications, 4l aIl subseyuent testing of the material in order to determine if the ma�erial is �42 acceptable sl�all be at the Contractor's e�pense at the sarae rate charged by the 43 commercial laborataries. A.Concrete Placement C1TY OP FORT WORTI-I 2023 CONCItETE RESTpRAT10N CON'I'RACT 3 STANDARI] CdNSTRUCTIf.7N SPECIFICATION DOCUMENTS City Project No. 104182 Revised June 10, 2022 32 13 13-19 CONCI2ETE YAVI[�iG Page ] 9 of 22 1 2 3 4 S 6 7 8 9 10 ]1 12 13 14 3. All testing shall be in accordance witl� appIicable A�TM Siandards and concrete tes�ing technician must he ACI certified or equivalent. C.Pavement Thicki�ess Test 1. Pavement tl�ickness test shall be performad by a commercial testing laboratory approved hy 1:he City every 100 feet Qr fraction thereof in accordatace with TxDOT Designation: Tex-423-A, unless otherwise s]Zown on the plans. Test locations shall be at the discretion of the City. 2. In the event a de�ciency iii the thicicness of paveme�rt is revealed during nornnal testing opea�aiions, core �amples shall be fiaken at the contractor's e�pense to verify deficiency of triore than 4.2 in. from plan thickness and to isolate the deficient aiea. 3. Whar� the av�rage thickness of pavement in the area found to be deficient in thicicness by more than 0.20 inch, but not mare than 4.50-inch, payment shall be made at an adjusted price as specified in the fallowing table. De�ciency in Thickness ProporYional Part Determined by Cores Of Contract Price Inches Allowed 0.00 — 0.20 100 percent 0.21— 0.30 8D percent 0.31 -- 0.40 70 percent 0.41 — 0.50 6a percent 15 16 17 18 19 za 21 22 23 24 25 26 27 28 29 30 3� 32 33 4. Any ar�a af pavem�nt found deficient in thiokness by more than 0.50 inch but nat more tha.i� 4.75 inch or 1/10 of the ihickness specified on tha Dravvings, whichever is greaxec, shaIl be evaluated by tlie City. 5, If, in the judgment of the Cify tl�e area of such deficiency shollld not be remo�ed and replaced, there shall be no payment for the area retained. 6. If, in the judg�aaent of the City, t�ze area of such deficiency warrants removal, the area shal] be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 7. Any area of pavement found deficient in thickness by tnare than 0.75 inch or more than 1/1� �fth� planthicl�ness, whichever is greater, shall be removec� and replaced with cancrete of the tl�ickness shown on the Drawings at the Contractor's sale expense. 8. Na addition.al payment ovar the contract u��it price shall be made for any pavement of a thickness exceeding that required by the Drawings. D.Pavement Strength Test 1. D�ring the progress of the work the commercial testing labaratorx casts test cylinders for canfoz'ming to ASTM C31, to maintain a check on the compressive sficengths af the concrete being placed. CITY OF £OItT WpRT�I 2023 CONCRETE RESTORATION CONTR�.CT 3 STAND11FiD CONSTRUCTION SPECIFICATION DQCUMGNTS City Project No. 104182 Revised 7une 10, 2022 32 13 13 - 20 CONCRETE PAVING Page 20 0£22 1 2. Test cyIinders shall be taken frozn a r�presentaii�ve portion of concrete being placed 2 %r every 150-cwbic yards of concrete pavement placed, but in no case shall fewer 3 than 1 set of cylinders be taken per day of placeinen#. After tlie cylinder� have been 4 cast, they shall rem�in on the job site and then transport�d, moist cured, and t�sted 5 in accordance with ASTM C3 i a.nd ASTM C39. b 3. In each set, one af the cylinders shall be tested at 7 days (3 days for HES conerete), 7 two cylinders shalI be tested at 28 days {three cylinders for 4" by 8" cylinders), and S the remaining cylinder sl�all be retained for testii�g at 56 days, if necessaty. 9 Concrete must attain its design strength within 56 days. The 4" by 8" cylinders aire 1D acceptable only when the naminal maximum aggregate size of the mix is less tlian rl 1-1/� inch. 1z 13 i4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 24 30 3I 32 33 34 35 36 37 38 39 �0 41 4. If the average 28-day test results indicate deficient strength, the Cantractox may, at its option and e�ense, care the pavement in yuestion and have the cores tes�ed by an appro�ed Iaboratory in accordanee wrth ASTM C42 and ACI 31 S protocol. The average of ali cores must meet 100 percent of tlie minimum specif ed strength, with no individual care resulting in less fihan 90 percent of design strength, in arder to override tl�e results of the cylinderr tests. 5. In the event eylinders and/or coras do not nrzeet minimum specified strcn�h, additional cares may be taken to identify the limits of deficient concrete pavement at the expense of the Contractor. 6. Cylinders andlar cores must meet miinimum specified strength. Pxvemant not meating the minimum specif�ed strength shall be subject to the rnoiley� penalties or rennoval and placement at the Contrac�or's expense as shown in the following tab�e. Percer�t Deficient Percent af Contract Price Allowed Greater Than 4 percent - Not M�re Than 10 percent 9D-psrcent � Greater TE�an 10 percent- Not More Than 15 percent 8D-percent I Greater Than 15 �7ercent 0-percent or remaved and replaced at the eniire cost and expense oF ContracYor as directed 6y City 7. Deficiency sha1l be determined on a panel by panel basis. 8. The amount af penalty sha11 be deduct�d from paymeni due to Contractor 9. No �dditional payment over the contract unit price shall be made for any pavennent with a strength exceeding that reyuired by the Drawings andlor specifica#ions. E. Cracked Concrete Acceptance Policy 1. If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall decide as to the naed for actron to address the cracking as to its cause and recomrnended remedial work. 2. If ihe recommended remedial wark is routing and sealing of the cracks to proteet the subgad�, the Ir�spector shall make the determination as to whether to rout and seal the craeks at the tirrie of final inspection and acceptance or at any �ime prior to the end of the project maintenance period. The Cantractor shall perform the rauting and sealing work as directed by ihe Project Inspectnr, at no cost ta the City, regardless of the cause of the cracking. 3. If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the Contractor shall meet to determine the cause of the eracking. CTI'Y OF 1�aRT WORTH 2O23 COi�CRETE RESTORATION CONTRACT 3 STANIIARD CONSTIZUCT[qN SP�C1F'1CATIpN bOGUMEN'I'S Ciiy Project No. ] 04182 Revised Jmie 10, 2622 32 13 13 - 21 CO�+ICRETE PAVING Page 21 of 22 1 a. Ii agreement is reached that the cracking is due to deficient materials or 2 worlcmansliip, the Contractor shall perfornl the remedial work at no cQst to the 3 City. Remedial work in this casc sliall be limit�d to removin� and replacing the 4 deficient worlc with neu,� inatarial and vvorkmansllip that meets the :requirements 5 of the contract. 6 b, Iithe Inspector and tha Cantractor agrae tliat fhe caus� of th� cracking is not 7 deiicient materia�s or workmanship, tl�e City may request the Contractor ta 8 provide an estimate of the cost nf the necessary r�medial work and/or additional 9 wark to address the cause afthe cracking, and tha Cantractar wi1l perfarm that 10 work at the agreed-upon price if the City elects to do so. 11 4. If the Inspector and the Contractor cannot agre� on the cause of ihe cracking, t�� 12 City may hire an independent geo#echnical engineer, acceptable to the Contractoi•, 13 to perform testing and analysis to determine the cause of the craeking. The 14 contractar shall pay 50 percent ofi the costs af xhe independent testing. Con�-actor I5 shall provide one haIf of the estimated costs of the independent testing to be heId by I6 the City. 17 5. If �l�e independent geotechnical e�igineer c3etermines that the priinary cause of the I 8 cracking is the Contractor's deficient material or workmanship, the remedial work 19 wiIl be performed at the Coi�tractar's entire expense and the Contractor vvill also 20 reimburse the City for the City's portion af cost of tl�e geotechnical investigation. 21 Remedial �ork in this case shall be limited to removing and replacing the deficient 22 wark with new material a�1d workmanship that meets tlie requirements of the 23 contract. 24 6. If tlle g�otechnical engineer dateemrnes that tlle primary cause of tha cracking is not 25 the Contractor's deficient material or workmanship, the City will return the heId 26 fi�nds to the Contractor, Th� Contractnr, on requesi, will provide the City an 27 estimate of the costs of the necessary remedial work andlor additional work a��d 28 wiil perForm the work at �he agreed-upon price as direated hy the City. 29 3.8 SYSTEM STARTUP [NOT uSED] 30 3.9 ADJUSTING [NOT "US�D] 31 3.1p CLEANING [NOT USED] 32 ANo concrete washout, mi�, sluny, cuts, mud or solids etc., may enter the storer► water 33 system including curb lines. Ec�uipment washout alIowed only in areas shovvn on 34 drawings and test materials or slag must be removed from site prior to final acceptance. 3S 3.1.1 CLDSEOUT ACTNITIES [NOT USED] 36 3.I�, PROT�CT�ON [NOT U�ED] 37 3.�3 MAINTENANCE INUT US�D� 38 3.14 ATTACHMENTS [NOT USED] 39 CiTY OF FORT WORTH 2O23 COi+1CRETfi RESTORATION CONTRACT 3 STANDAEtD CONSTRUCTION SPECIF'ICATION DOCUMENTS City ProjectNo. 104182 Revised June 10, 2022 3z �3 ia-zz CONCRE'i'E PAVING Page 22 of 22 t 2 3 4 S 6 7 8 9 10 11 12 13 14 15 Ib 17 18 19 20 2I 22 23 2�4 25 26 27 28 29 3Q 31 32 33 34 35 36 END OF SECT�ON Revision Log DATE NAME Si.3MMARY OF CHANGE 12I2012012 1.2.A—Modi6ed items to be included in price bid 05/21/2014 Doug Rademaker 2.2.D — Modified to clarify accepta6le fly ash substitukion in concrete paving 1.11.A—modified to clarify conerete placement temperature restrictions Zelalem 2.4.A, B, D— to clarify concrete quality control process and requirements 03I19/2021 AregalDoug 3,7. C& D- to modify and clarify the pavement strength test and change in l�lack pavement thickness measurement methodology 3,7.� —Modif'ied to clarify cracked concrete acceptance policy 3/11/2022 Zelalem Arega 1.3.�1.h, 2.2 — Added ASTM C59S, Type IL cement 5/3 0/2022 I�I Owen 3.4 G. 1. — Clarified language re: machine laid vs. hand poured C[TY OF FOR'1' WORTI-I 2U23 CONCRETE RESTORA7'ION CONTRACT 3 STANDARD CONSTRUCTIf�N SPECIEICATION DOCUM�I+�TS City Project No. 104182 Revised 7une LD, 2022 32 l3 20 - 1 CONCRETE SIDEWALKS, DRIVEWAYS AND B�1RR[CR FREE RAMPS Page 1 of 6 l 2 SECT�ON 32 13 20 CONCRETE SID�WALKS, DRNEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. S�ction Includes: 6 1. Cancrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard 5pecification 10 1. FOR THIS PROJECT MANUFACTURER OF CAST IN PLACE DETE�TABLE 1 l WARNING DOME-TILE FOR BARRiER FREE RAMP HAS BEEN REVISED 12 AS ADA SOLUT�ONS 1NC. OR APAROVED EQUAL BY THE CITY. 13 14 15 16 17 18 l9 1.� aa 2l 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 4l C. Related Specification Sections include, but are nat necessarily limited to: 1. Division �- Bidding R�quirements, Contract Forms, and Conditions of the Cantract 2. Division 1- General Requirements 3. Section 02 �41 13 - Selective Site Demolitian 4. Section 32 ] 3 13 - Concrete Paving S. Section 32 13 73 - Concrete Paving Joint Sealants PRICE AND PAYMENT PROCEDURES A. Measure�nent and Payment 1. Concrete Sidewalk a. Measurement 1) Measurement for this Item shall be by the squa�•e fQot of campleted and accepted Concrete 5idewalk in its iinal position for various: a) Thicic��esses b} Types b. Payment l} The work performed and materials furnished in accardance with thi� Itern and measured as provided under "Measurernen�" will be paid for at the unit price bid per square foot of Concrete Sidewalk. c. The price bid shall include: l} Excavating and pa•eparing the subgrade 2} T'urnisliing and placing all materials 3} Thickened ed�e under sidewalk Iimits, if adjacent to curb or retaining wall 2. Cancrete Curb at Back of Sidewalk (6 to 12 inch max) a. Measuremant 1} Measurement for this Item shaIl be by the linear foot of completed and accepted Concreta Curb at th� Bacic of Sidevsralk within the 6 to 12 inch curb l�eight at back of walk in its final pasitia�l, h. Payment CITY OF FORT WORTH 2623 CpNCiZETE RESTORATION CONTRACT 3 STP,I3�ARD CONSTRUCTIQN SPECIPICATION DOCUMEi�ITS City Project No. 1 fl4182 Revised December 9, 2021 321320-2 CflNCRETE SIL7EWALKS, DRIVEWAYS AND BARit1ER PREE RAMPS Page 2 af & 1 2 3 � 5 6 7 8 9 14 lI 12 I3 I4 15 16 17 18 19 20 zi zz 23 24 25 26 27 28 24 30 31 32 33 34 35 36 37 38 39 40 4i 42 43 44 �5 4b 1) The work performed and maierials furnished in accordance with this It�m and �neasurec� as provided under "Measuremei�t" will be paid for at the unit price bid per Iinear foot of Conerete Curb at the Baak of Sid�walk. c. The price 6id shall include: 1) Excavating and preparing the subgrade 2) Furnishing and placing all materials, inciuding concrete and reinforcing steel 3) Excavation in back of"retaining" curb 4) Furnishi�ig, placing, artd compacting backfill 3. Concrete Drive�vay a. Measurement 1) Measurement for this Item shall be by the square foot of completed and accepted Cancrete Driveway in its final position for various: a) Thicknesses b) Types 2) Dimensions will be taken from the back of th� projected curb, including the area of ihe curh radii and will ext�nd to thE lirnits sp�cified in �e Drawings. 3} Sidewalk partion of dr�ve will be included in driveway measurement. 4} Curb on drive will be incIuded in ti�e drivaway measurement. b. Payment 1) The work perFor�ned an�l materials furnisheci in accordance wi�li this Itein and measured as provideci under "Measurement" will be paid for at the unit price bid per square foot of Concrete Driveway. c. The price bid shall include: 1) Excavating and pre�aring the subgrade 2) Furnishin� and placing a11 materials 3) Temporary asphalt transition at width shown on plans (typically 9 inches) when tl�e pavement adjacent to �he driveway wil! be imgroved 4. Barrier Free Ramps a. Measurement l) Measurement iar this Item shall be per each Barrier Fre� Ramp complated arld accepted for various: a} Types b. Payment 1} The vvork perfarmed and materials fua-nished in accordance with this Item and ineasured as provided under "Measuremen�" will be paid for at the unii price bid per each `Barrier Free Ramp" installed. o. The price bid shall incluc�e: 1) �xcavati�zg and preparing the subgrade 2) Furnishing and placing all materials 3} Curb Ramp 4} Landing and detectable �varning surface as shawn on the Drawings 5) Adjacent flares or side curb 6) Conerete gutter width along ramp apening 7) Doweling into adjaceni concreie pavernent, if applicable 47 1.3 REFERENCES 4$ A. Abbreviations and Acronyms CITY O�' FORT WOATH STANDARD CONSTRUCTIO%I SPECIFTCATION DOCUMENT3 Rcvised Decem6er 9, 2021 2423 CONCRETE EtESTORATIpN C�NTRACT 3 City Froject No. 104I82 3Z1320-3 CONCRETE SIDEWALK5, L]RIV�WA'YS ANb BARR.IEA FREE RAMPS Page 3 of 6 1 1. TA5 — Texas Accessibility �tandards 2 2. TDLR — Texas Departmenfi of Licensing and Regulation 3 B. Refarence Standards 4 1. Reference standards cited ii1 this Spacification refer to the current reference 5 standard published at the time of the latest revision date logged at the e►�d of �l�is 6 �pecification, unl�ss a daie is specifically cited. 7 2. American Svciery fbr Testing and Matarials (ASTM) 8 a. D545, Test Methods for Freformed Ex�ansion Joint Fillers far Concrete 9 Constructian (Non-extruding and Resilient Types} 10 b. D698, Test Metl�ods for Laboratory Comp�ction Characteristics oi Soil Using 11 �tandard F.ffort {12,400 f�-Ibf/ft3) 12 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 13 1.5 SYTSMITTALS [NOT USED] 14 �.6 ACTION SUBNIITTALS/INFORMATYONAL SUSMiTTALS l5 A. MiX Daszgn: submit far approval. Section 32 13 13. i6 B. Product Data: submit product data a�1d sample for pr�-cast detectable warning for 17 barrier fi•ee i•ainp. i8 1.7 CLOSEOUT SiTSNIITTALS [NOT USED] 19 1.$ MAINT�Il�ANCE MAT�RIAL SUBMITTALS [N�T USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.I0 DELIVERY, STORAGE, AND HANDLING [NOT IISED] 22 1.11 FIELD CONDITI�N� 23 A. Weatl�er Conditions: Place�nent of concrete shall be as specified in Section 32 13 13. 24 25 2b 27 28 29 30 31 3z 33 34 1.1� WARR.ANTY [NOT USED] PART2- PRODIICTS 2.1 OWNER�FURNYSHED PRODUCT� [NOT USED] 2.2 EQUIl'MENT AND MATERTALS A. Forms: wnod or metal straight, free from warp and of a depth equal to the thickness of the finisl�ed work. B. Coi�crete: see Section 32 I3 13. 1. Unless otherwise shown on the Drawings ar detailed specifications, the standard class foar concrete sic�ewalks, drivevvays and barrier fr�e ramps is shou�n in the following table: �tandard Classes oi Pavement Concrete Class of Minimum 28 Day Min. Maximwn Course Cozlcrete� Cennentitious, Gompressi�a Water/ A�gregate LbJCY Strengthz Cernentitious Maa�imum psi Ratio Size, inch C1TY Or FORT WORTII 2023 CONCRFTE RESTORATION CONTRACT 3 STANDARD CONSTRUC'I�ON SPECIF�CATION DOCUMENTS City Project iVo, 1 Q4182 Revised Deeember 9, 2021 321320-4 CDNCl2�T� SIDEWALKS, DRIVEWAYS Al�1D BARRIER F�E RA[vIP3 Page 4 of 6 I A � 4�0 � 3aoo � o.sg I i-l�z� � l 2 3 4 5 6 7 8 9 10 11 12 13 C. Reinforcement: see Sec#ion 32 13 13. 1. Sidewallc, driveway and barrier free ramp reinfarcing steel shalI be #3 deformed bars at 18 inches an-center-�oth-ways at the center plane of all slabs, uii�ass otherwise shown on th� Drawings or datailed specifications. D E. Joint Fillar 1. Wood Filler: see Section 32 13 13. 2. Pre-Maldad Asphalt Board Filler a. Use only in areas where not practical for waod boards. b. Pre-molded asphalt board fiIler: ASTM D545. a Install the reQuirad size and uniforrn thickness and as specified in Drawings. d. Include 2liners of QAI6 asphalt impregnated kraft paper flled with a mastic mi�iure o� asphalt and vegeiable fiber andlor mineral filler. Expansion 7oint Sealant: see Section 32 13 73 where shown on the Drawings. 14 �.3 ACC�SSORICS [NOT USED] i5 �.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXEC`CTTI�N 17 3.1 INSTALLERS [NOT U�ED] 18 3.� EXANIINATION [NOT USED] 19 3.3 PREPAI2ATION 2� A. Surface Preparatinn 21 1. E�cavation: Excavation required for the construction of sidewalks, driveways and 22 �arrier free ramps shall be to the lines and grades as shown on the Drawings or as 23 established by the City. 24 2. Fine Grading 25 a. The Contractor sk�all do all necessary flling, leveling and fne grading required 26 to hring tl�e subgrade to the exact grades speciiied and campacted tQ at least 90 2'1 percent of maximum density as determined by ASTM D698. 2S b. Moisture content shall be within minus 2 to plus 4 of aptimum. 29 c. Any over-excavation shall be repaired to the satisfaction of the City. 30 B. DemoIition 1 RemovaI 31 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section Q2 A�1 I3. 32 3.4 INSTALLATION 33 A. General 34 I. Concrete sidewalks shall have a minimum thickness of 4 inches. 35 2. Sidewalks canstructed iu driv�eway approach sections sha1I har�� a minimum 36 thicicness equal to that of driveway app�•oach ar as called for by Drawings and 37 specifications within the limits of the driveway approach. CTTY OF FORT WpRTH 2O23 CDNCRETE T2E3TORAT1dN CONTRACT 3 STANDARD CONSTRUCTION SPECIFICATIOI�I DOCUMENTS City PrajecY No. 104182 Revised Decem6er 9, 2021 3z�3zo-s CONCRETE SIDEWALI�.S, DRIVEWAYS A?�]I7I3AR.ItICl2 i'lt�� iL4MP5 Page 5 of 6 1 2 3 � 5 6 7 8 9 ]0 11 12 13 14 15 16 17 I$ 19 ao 21 22 23 24 25 Z6 27 28 29 30 31 32 33 3�l 35 3G 37 38 39 40 41 42 43 3. Dri�eways shall have a tninimum tllicicness of 6 incl�es. Standard erass-slopes for walks shalI be 2 percent max in accordance with current TAS/TDLR guidelines. The construction af the driveway approach shall include t�he variable height radius curb or a pan driveway approac� in �ccordance with tlie Drawings. 4. Al1 pedestrian facilities shalI comply with provisions oiTAS including location, slQpe, width, shapes, texh�re and caloring. Pedestriaa� faciIities installed by the Contractor and not meeting TAS must be remo�ed and repIaced to meet TAS (no separat� pay). B. Forms: Farms shall be securely sta�ed to Iine and grrade and nnaintained in a true position during the depositing of concrete. C. Reinforcement: see Section 32 13 13. D. Concrete Placement: see Section 32 l3 13. E. Finishing 1. Concrete sidewalks, driveways and barrier f'ree ramps shall be finisked to a tru�, e�en surface. 2. Trowel and then brush transverseIy to obtain a smooth uniform brush finish. 3. Provide exposed aggregate finisl� for driv�ways and sid�waIks if sp�cified. 4. Edge joir►ts and sides shall with suitable tools. F. Joints 1. Expansion joints for sidewallcs, driveways and barrier free ramps shaIl be forrr�ed using red�+ood. 2. E�pansion joints shall be placed at intez•vals ten times t��e width of t��e sidewaIk. 3. Expansion joints shall also be placec� at aIl intersections, sidewallcs wifili conerete dri�eways, curbs, formations, otl�er sidewalks and other adjac�nt old concrete work. Similar material sliall be placed around ail obstructions protruding into or through sidewalks or drivaways. 4. All expansion jaints shall be 1i2. inch in thicknass. 5. Edges of all constructi�n and expa.nsion joints and outer edges af all sidewalks sha11 be finish�d to approxunat�ly a I12 inch radius with a suitable finishing tool. 6. Sidewalks sl�all t�e �nacked at intervals equaI to tl�e width ofthe walk with a marking tool. Saw cutting of joints to the required depth may be desira6le on wider sidewalks anci is acceptable if approved by the City 7. When sidewal� is against the curb, expansion joints shaIl be spaced to match those in the curb, possibly in addition ta the required spacing above. G. Barrier Free Aamp i. Fiunish and install brick red color �e cast in place defiectable warning Dome-Tile, manufactured by �;r��Cc �dus4��sa ADA �OLUTION, INC. or approved equal by the City. 2. Detectable warning sti�rfa�e shall be a rninrinunl af 24-inch in dapth in the direction of pedestrian travel, and extend to �lie Iimit of the width af the landing wliere the pedestrian access route enters the street. 3. Locate detectable warning surfaca so that t�e edge nearest tiae cuz•b line is at the extension of the face of the cura. CITY OF FDRT WORTH STAND,�IRD CQNSTRUCTION SP�CIFICAT�ON DOCi1MENT5 Revised Deccmber 9, 2021 2023 CONCR�TE RESTORATi ION CONTRACT 3 City ProjecY No. 1 Q4182 321320-G C�NCRETE SIDEWALIGS, DRNEWAYS AND BARRIER FREE RAMPS Page b of 6 1 �. Detectable vvarning Dome-Tile surFace may be curved alo��g the carner radius, 2 5. Install detectable wan�ing surface accarding to inanufacturer's instructio��s. 3 3.� REPALRI1xESTORATION [NOT USED] 4 3.6 RE�INSTALLATION [NOT USED] 5 3.'� FIELD QUALITY CONTROL [NOT USED] 6 3.$ SYSTEM STARTiTP [NOT II,SEDJ 7 3.9 ADJUSTING [N�T U�ED] 8 3.IQ CLE�NING [NOT USED] 9 3.I l. CLOSE�UT ACTiV�T�ES [NOT USED] l0 3.�2 PROTECT�ON [NOT USED� i 1 3.13 MA.INTENANCE �NOT IISED] 12 3.14 ATTACHMENTS [NOT USED] 13 DATE NAME 12/20/2012 D. JQhnson 4l30/2013 F. Griffin June 5, 20i8 M Owen Apri129, 202I M Owen Decemb�r 9, l�+I Owen 202I 14 END OF SECTIQN ReVision Lag SUMMAAY OF CHANGE 1.2.A3 — Measurement and Payment for Barrier Free Rar►�ps modified to match updated City Details Carrected Part 1, 1.2, A, 3, b, 1 to read; from ... square foot of Concrete Sidewalk. to . . .each "�arriar Free Ramp" installed. Revised Measurement and Payment.section, 1.2 A. 4. c. Revise Barrier Free Ramp —1'ayment Sectior� 1.2 A. l.c, and 1.2 A, 3, c. �larified what is included in bid items far sidewalk and driveway, respectively CITY �F F�RT WORTH 2O23 CO�1Cf�TE RESTORATION CONTRAC'P 3 STANDARb CONSTI2UCT10N SPCCIFICATION DOCUMLNTS City Praject No. 104182 Revised Decemher 9, 2021 321373-1 CONCRL'L'E PAV[NG 70IA1'T B�ALANTS Page 1 of 5 2 S�CT�ON 32 13 i3 CONCRETE PAVING JQINT SEALANTS 3 PART1- GENERAL 4 l.l 5i7MMARY 5 6 7 8 9 10 11 12 13 I4 15 A. Seetion Includes: 1. Speciiication �or siiicone joint seaIing for concrete pavem�nt and curbs. B. Deviaiions frorn this City of �'ort Worth Standard Specification 1. FOR THIS PROJECT CONCRETE PAVING 70INT SEALANTS SECTION 32 13 73 �HA.LL BE PAYBLE FOR SEALING COURTESY JOINT �N EXISTING PAVEMENT ONLY. SEALING 10INT ON REPLACED CONCRETE PAVING SHALL BE CONSIDERED SUBSIDIARY TO CONCR�TE PAVING SECTI�N 32 13 13. 2. SA�iNG, CLEANING AND APPLY]1VG .TOINT SEALANTS UPON PLACIlVG �F BOND BAI�ER ROD AND BREA.I�ER TAPE SI-IAI.L BE SUBSIDIARY TO JOINT SEALANTS. 16 C. Related Specifieation Sections include, but are not necessarily Limited to: 17 1. Divisioil0 - Bidding Requirements, Contraci Forms, and Condiiions of tha Coniract 18 2. Division 1- General Requirements 19 3. Section 32 13 13 - Concrete Paving 2a 1.2 PRICE AND PAYII+IENT PROCEDURES 21 22 23 24 25 2b 27 2$ 2� 30 3I 32 33 34 35 36 37 38 39 A. M�asurement and Payment 1. Measurement a. Measure�nent for this Item shall be by the linear foot of Joint Sealant completed and accepied oiily FDR COURTESY JOINT �N EXISTING PAVEMENT `.'�r✓�.i��c� zi t� Lr��,:,,,.� +,. �.o ., c+e,.. 2. Payinent 3. The work performed and materiats furnished in accnrdance wi�l� this Item WILL BE PAID �'OR AT THE UNIT PRICE BID PER LINEAR FOOT OF "SOINT SEALANT" COMI'LETED tn� �d ^T�� d� G��1�cr cr�,:r�fi�J� cpsci��ad c�g,� . SUBSIDIARY WORK AND MATERIALS 1NCLUDE: a. SAWING JOINTS �. CLEANING rOTNTS c. APPLYING JOINT SEALANTS UPON PLACING OF BOND BREAKER IZOD AND BAEAIC.ER TAPE d. F[]RNISHING AND INSTALLING ALL MATERIALS e. ALL MANIPULATION5, LABOR, EQiTIPMENT, APPLIANCES, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORTC. CITY OF PORT WORTH STANpARD CONST[tUCTION SPECIFICATIDN DOGU�AENTS Revised becember 20, 2012 2023 COMCRETE RESTdRAT10N COI�TRACT 3 City Project No. 104182 32 13 73 -2 CONCitETE PAVING JOINT S�ALANTS Page 2 af S 1 1.3 REFERENCE� 2 3 4 5 6 7 8 9 2.� MATERiALS & EQUIYMENT ip 1,4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 11 1.S ACTION SUBNIITTALS [NOT USED] l2 1.6 ACTION SUSNIITTALSIINFORMATIONAL SUSMiTTALS 13 14 1S 16 17 1$ i9 1.7 A. Reference Standards 1. Reference standards cited in ihis Specification refer to the current referenee standard published at the time of the latest revision date logged at the end of this Specification, unless a date is speci�ic�Ily cited. 2. ASTM International (ASTM): a. D5893, Standard Specification for Cold Applied, Single Companent, Chemically C�rin,g Silicone loint SeaIant for Portland Cement Concrefe Pavements A. Test and Evaluation Repnrts 1. Prior to instalIation, fur�iish certif cation by an independent testing Iaboratory that the silicone joint sealant �nee#s the requiremez�ts af #his Section. 2. Submit verifiable documentation that the manufacturer af the silicone jaint sealant has a minirr�um 2-year demonstrated, documented successful field per%rmance with concrete pavement silicone joint sealant systems. CLOSEOUT SUBNIITTALS [NOT USED] 20 . 1.8 MAINTENANCE MATERIAL Si1BMITTALS [NOT USED] 21 i.9 QUALTTY ASSURANCE [NOT USED] 22 114 DELNERY, STORAGE, AND II�NDLING [NOT USED] 23 1.1.I FIELD CONDITI�N� 24 A. Do not appIy joint sealant when the air and pavement temperature is less than 3� 2S degrees F 2b B. Cancrete surface must be clean, dry and frost free. 27 C. Do not }alace sealant in an expansian-type jaint if surfaee temperahu•e is i�elow 35 28 degrees F or above 90 degrees F. 29 Li2 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 32 33 34 35 A. Materials 1. Jnint Sealant: ASTM D5�393. 2. 7oint Filler, Backer Rad and Breaker Tape c�r� oF �oRT waxTx STANDAR.D CONSi'RUCTION SPECIFICATiQTT DQCUN[ENTS LZevised December 2D, 2U 12 2023 CONCRET� RESTOItAT10N CQAITRACT 3 City Project No, 104182 321373-3 CONCRETE P�IVING 70IN'f SEALIaNTS Page 3 of S 1 2 3 4 5 6 a. Tt�e joint fille�• sop s1�alI be of a ciosed cell expanded polyethylene �oam 6acker rod and polyethylene bond breaker tape of suff cient size to provide a tigl�t seal. b. The back rod and brea�.er tape sI�all b� installed in tha saw-cut joint to prevent the j oint sealant from flowvig to the botiam of the j aint. c. The 6acker rod and breal�er tape shall be compatible with tl�e silicone joint sealant and ��o bond or reactzo�� sl�all occur between them. 7 �.3 ACCESSORIES [NOT USED] 8 �.4 SOURCE QUALTTY CONTROL [NOT USED] 9 PART3- EXECUTIQN 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMIN'ATYON [NOT USED] 12 3.3 PREPARATYON [NOT USED] 13 3.4 INSTALLATION 14 A. GeneraI 15 1. The silicone sealant shall be cold applied. lb 2. Allow concrete ta cure far a miniiraaum of 7 days to ensure it has su:FFicient str�ngth 17 pt•ior to seaIing jainfis. 18 3. Perform joznt reservoir saw cutting, cleaning, bond breaker installation, and joint 19 sealant placement in a continuous seqnence of operations. 20 4. See Dravvings for tl�e various joint details with their respeetive dimensions. 21 B. Equipment 22 1. Provide a11 necessary equipment and keep equipmant in a satisiactory working 23 coiid ition. 24 25 2b 27 28 29 36 3I 32 33 34 3S 36 37 38 39 2. �quipment shall be inspected by the City prior to the beginning of the work. �. The minimum requi�•ements for construetian equipment shall be as follows: a, Concrete Saw. The sauving equipment shall be adequaie in size and powe�• to camp�ete the joint sawing to the required dimensions. b. Air Compressars. The delivered com�ressed air sl�all �ave a pressure in excess of 90 psi and shall be suitable for the remaval of aIl free water and oil from the compressed air. c, Extrusion Pump, The output shall be capable of supplying a sufficient volume of sealant to the joint. d. Injection Tool. This mechanical devzce shall apply the sealant u��iformly into the joint. e. Sandblaster. The design sl�all be for coznmercial use vwith air c�mpressors as specifed in this Section. f. Backer Rod RQ11er an.d Tooling Instrument. These d�vices shall be clean and free af cantamination. Tl�ey shall 6e cQmpatible with the joint depth and tn�idth requirements. 40 C. Sawing �oints: see Section 32 13 13. CITY OF PORT WOitTH STANDARD CONS'IRUCTIOt+I SP�CIPICATIDI�! bpCiJlv[E[�TTS Revised Deeetnber 20, 2D12 2023 CONCRETE RESTORATIDI�! COIV'I'f2ACT 3 City Project No. 104182 32 13 73 -4 CONCRCT� PAVING JO1NT S�ALANTS Page a of 5 D. Cleaning joints 2 3 4 5 b 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1. Dry saw in 1 direction with r�verse cutting blade then sand blasi. 2. Use compressed air to remove the resulting dLtst from Yhe joint. 3. Sandblast joints after camplete drying. a. Attach nozzle to a mecllanical aiming device so that the sand blast will be directed at an angle a� 45 degrees and at a distanee af I to 2 inches from the face ofthe joint. b. Sandblast both joint faces sandblasted in separata, 1 directional passes. c. When s�dblasting is complete, blow-out using cornpressec� air. d. The blow tubs shall �t into the joints. �, Check the bIown joint far resic�ual dust or other contanaination. a. If any dust ar contarnination is found, repeat sandblasting and blowing until the joint is cleaned. b. Do not use salvents tc� remave stains and contaminatioil. 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to tlie applieation of the joint sealant. 7. Do not leave open, cleaned joints unsealed overnight. E. Joint �ealant Apply the jaint seaiant upon �lacem�nt af the bond breaker rod and tape, using the mechanical injection taol. 2. Do not seal joints unless they are elean and dry. 3. Remove and discard excess seaIant left on the pavement surface. a. Do nQt excess use ta seal the joints. �, The paveinent surface shall present a clean fnal candition as deterrnined by City. 5. Do not allow traffic on the fresh sealant until it beeoznes tack-free. F. Approval of 7oints The City may request a representative of the seaIant manufacturer to be present at the joh site at the beginnin� ofthe fnal cleaning and sealing of joints. a. The representative shall demonstrate to the Cantractar and the City the acceptable method for sealant installation. b. The representative shall appro�+e th� clean, dry joints before the sealing operation comnnences. c�m�r a� �o�T waxTx STANi�ARD COt�STRUCTION SPECIFICATION DOCUMENTS Rcvised December 20, 2012 2a�a co�cx�r� �s�ro�.ria�r coN r�.acr 3 City Project No. f 04182 a� z3 �a - s CDNCRET� YAVING JOII�T 5�ALANT5 Page 5 oi 5 � �.� �pAn�sTo�TzoN �NOT us�n� 2 3.fi RE—INSTALLATION [NOT USED] 3 3.'i FIELD QUALITY CONTROL [N�T USEDJ 4 3.8 SYST`EM STARTUP [NOT USED] S 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT U�ED] 7 3.11 CLOS�OUT ACTTVITIES [NOT II�ED] 8 3.12 PROTECTION jNOT IISED] 9 3.13 MAINTENANCE [NOT US�D] 10 3.I4 ATTACII1VlENTS [NOT USED] 11 12 DATE NAME 13 END �F SECTI�N Re�ision Log SI]MMARY �F CHANGE CITY qP FdRT �YpRTH 2OZ3 CONCR�T� R�STORATIOM CONTRACT 3 STANDAR� CONSTRUCTION SPECIFICATION DOCIJMENTS Gity Project No, 1Q41S2 Revised Decamber 20, 2012 329119-1 TOPSOIL PLACGM�NT ANI7 PTNTSHING OF I'ARKW�IYS C'a$e 1 af3 1 2 sECTION 32 9� l9 T�PSOIL PLACEMENT AND FINI�HING OF ROADWAY RIGHT-OF-V1�Ai'S 3 PART1- GENERAL 4 1.1 SUMMARY 5 1 6 7 8 9 �o I1 12 l3 14 2. 15 16 17 18 1.2 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 i.3 Section Includes: 1. Fuc�nish and place topsoil to a ininimum of 3-inch depth unless otherwise shown on the Drawings within the Roadway Right-of ways (Roadway ROW rncIud�s madians and parkways between the eurb aiid property line. Deviations from this Ciiy of Fort Worth Standard Specification I. FOR THIS PR�JECT FURNISHiNG, HAULING, LOADING AND PLACING TOP SOIL BEHIIVD CURB SHALL BE CON�IDERED SUBSIDIARY TO MAJOR PAY ITEMS. Fi.]RNISHING AND PLACING TOP SOIL T� THE DEPTHS IN THE AREA OTHER TIIAN BACK OF CURB IS PAYABLE LJNDER THiS ITEM. 3. Related Speeification Section� include but are not necessarily limited to 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requireine��ts PRICE AND PAYMENT PR�CEDURES I. Measurement and Payznent 1. Measureanent a. Measurement %r this Item shall be by cubic yard of Topsoil in ptace. 2. Payment a. ihe work perforrned and rriaterials furnished in accordanc� with this Item and measured as provided under "Meas�arement" will be paid for at t�e unit price bid per cubic yard of in place/tamped Topsoil. b. Ail excavation required by this �t��n in cut seciions sha11 be m�asured in accordance with provisions for the �arious excavation item� involved with the provision that excavation will be meas�zred and paid for once, regardless of the m�nipulations invol��d. 3. The price bid shall include: a. Furnishing Topsoil b. Loading c. Hauling d. Placing REFERENCES [NOT USEDj 36 1.4 ADNIINISTRATIVE REQiJIltEMENTS [NOT USED] 37 i.� ACTION �UBNIITTAL� [NOT USED] 38 1.6 ACTION �UBNIITTALS/INFORMATIONAL SIIBMITTALS [NOT USED] 39 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 40 1.8 MAINTEN�INCE MATERIAL S[TBMITTALS [NOT USED] C1TY OF FORT WORTH 2O23 COI�#CRETE 1tE�TQRATIflN CONTRACT 3 STANDAI2D CONS772UCTIqN SPECIFICATION DOCUIVIENTS City Project No. 104182 Revised Mernh 11, 2D22 329] I9-2 TOP50IL PLACEMENT AND FII�iISHIN�i OF PAl2KWAY5 Page 2 of 3 1 1.9 QIIALITY ASSiIRANCE [NOT USED] 2 1.1D DELIVERY, STORAGE, AND HANDLING iNOT USED] 3 1.11 FI�LD [SITE] CONDITTONS [NOT US�D� 4 1.12 WARRANTY [NOT USED] S PART � - PRODUCTS b 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRC?DiTCTS [NOT USED] 7 �,� MATERT,�I�S 8 9 10 11 I2 13 14 15 16 I7 18 I4 aa 21 22 23 2.3 24 2.4 1. Topsoil l. Use easily cultivated, fertile topsoil that: a. I.� free from objectionable m.aterial incILiding subsoil, weeds, clay luzzips, no�a- soil materials, roots, stumps or stones larger than 1.0 inches b. Has a high resistauce to erosion c. Is able to support plani growth 2. Secw•� topsoil frorn approved sources. 3. To�sail is subject to t�sting 6y the Ciiy. Contractar shall liave snil delivery tickeYs available upan request. 4. pH: 5.5 to $.5. 5. Liquid Limit: 50 or less 6. Plasticity I�adex: 20 or less 7, Gradation: maximum of 10 percent passing No. 2Q0 sieve 2, Water: Clean and free of i�ldustrial wastes and other substances harmful to the growth nf vegetatinn ACC�SSORYES [NOT C7SED] SOURCE QIJALITY CONTROL [NOT USED] 25 PART 3 � EXECUTION 26 31 INSTALLERS [NOT USED] 27 3.� PREPARATION [NOT IISED] 28 z9 30 31 32 33 34 35 36 37 38 3.4 INSTALLATION 1. �inishing oiRoadwayRight-of Ways I. Smoothly shape right-of-ways, shoulders, slopes, and ditcl�es. 2. Cut right-af-w�ys to �nish grade prior to the placing of any impravements in a:r adjacent to the roadway. 3. In the event that unsuitable material for right-af ways is encountered, e�tend the deptl� of excavation in the right-of-ways to 6 incl�es and baclefill with mininwm of 3 i�zches of topsoil. 4. Make standard righti-of-vvays grade parpendicular to and draining to the curh Iina. a. Minimum: 114 inch per foot b. Maxirnum:4:1 CI'iY OF PORT WDRTH 2O23 COAICR�`1'� 12CS1'OI2AT10N CON"PRAC'1' 3 STA�IDARD COI�iSTRUCTI0A1 SPECiFICATION DOCUMENTS City Projee#No. 104182 Revised March 11, 2022 329119-3 TOP$pIL PLAG�MSNT AT�Q FII�#ISHING OF PARKWAYS Page 3 of 3 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 3.5 18 3.6 19 3.i 20 3.8 , 6. 7. c. City may approve variations fi•orn these requirem�nis in special cases. Whenever the adjacent pcvperty is lower than the design curb grade and runoff drains away from tl�e street, the right-of-ways grade must be set level with the tap of the curb. The design grade from tk�e right-af-v�+ays e�t�nds to tlie back of t�ie walk line. From that poiut (behind the walk), the grade may slope up flr down at m�imum slape af 4:1. 2. Qlacing of Tapsoil 1. Spread the topsoil to a uniform loose cover at the thicicness specified. 2. Place and shape the topsail as directed. a. Harad tamp or roll topsoil surface (vvith hand tamper or landscaping roller or other accepted method} and finish a minimurn of 5 feet frorn all flatwork. b. Ensure topsoil is free from objectionable material including subsoil, weeds, clay lumps, i�on-soil materials, roats, stumps or stones larger than 1.0 inches c. No additional fopsail shou�d be added witlain the critical rooi zone of trees. Tamp tl�e topsoil with a light roller ar ather surtable equipment. REPAIR/RESTORATION] �NOT USED] RE-INSTALLATION [NOT USED] FIELD QiTALITY CONTROL [NOT USED] SYSTEM STARTUP [NOT USED] 2I 3.9 AD,TU�TING [NOT US�D] 22 3,1Q CLEANING [NOT [JSED� 23 311 CLOSEOUT ACTIVT��S [NOT LTSED] 24 2S 26 27 28 31� PROTECTION [NOT USED] 313 MAINTEN.ANCE [NOT USED] 3.14 ATTACFIlVIENTS [NOT USED] END OF SECTION Re�ision Log DATE NAME 3/11/2fl22 M Owen 29 SUIvIMARY O� CHANGE Revised title of specif�cation and pravided clarificatinns in Sections I.1 Summary, 2.2 Materials, 3.4 Installation CITY OF FORT WORTH 2O23 CON[',RETE RESTORATION CdNTRACT 3 STANi7ARb CONS7`RUCTTON SPECIFICATION DOCUMENTS CiEy Project No. 104182 Revised March l 1, 2D22 330514-1 ADJU5TING MANI-IOL�S, INLETS, VALVE BDXES, AND OTHER STRUCTURES TO GRADE Page l of 8 1 SECTION 33 451�4 2 ADJUSTING MANIIOLES, INLETS, VALVE BQXES, AND QTHER STRUCTURES TQ 3 GRADE 4 PART 1- GEN�RAT, 5 11 SiJ1VIMARY 6 7 8 9 10 li 12 l3 14 15 16 17 18 19 20 21 22 23 2� 25 26 A. Section Tncludes: 1. Vertical adjusfiments to rnanholes, drop inlets, valve boxes, cathodic protection test stations and other miscellaneous structures to a new grade B. Deviations fram this eity of Fort Worth Standard 5}�ecification l. ADJUSTMENTiREApIR OF EXISTII�TG IRRIGATON LINE AND APPURTENANCES BY A LICENSED TEXUS PLUMBER SHALL BE PAID PER ACTUAL COST OF ADJUSTMENT PLUS TEN PERCENT OVERIiEAD. C. Related Speaification Sections include, but az•e not necessarily Iimited to: 1. Division 0— Bidding �equire�nents, Contract Fvrms, and Cvnditions of the Cantrac# 2. Division 1— General Itequirements 3. Section 32 01 17 — Permanent Asphalt paving Repair 4. Section 32 O1 29 — Concrete Paving Repair 5. Section 33 OS 10 — Utility Trencli �xcavation, Embedmen# and Bacicfill 6. Section 33 05 13 --�rame, Cover and Grade Rings 7. Sectiori 33 39 ] 0— Cast-in-Place Concreta Manhol�s �. Seetion 33 39 20 — Precast Concrete Manholes 9. 5ection 33 l2 20 — Resilient Seated (Wec�ge) Gate Valve 10. Section 33 12 21 — AWWA Rubber-Seated Blltterfly Valve 1 l. Section 33 D4 11 — Corrosion �ant�•o1 Tast Station 12, Section 33 04 12 — Magnesium Anode Cathodic Arotectian System 27 1.� PRICE A1�ID PAYMENT PROCEDi7RE8 2$ 29 30 31 32 33 3� 3S 36 37 38 39 40 A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measure�aaent 1} Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhoIe to a�rade as specif ed an the Drawings, b. P�yment 1} The wark perforined and the materials furntshed ii1 accordance with this Item will be paid for at the unit priee bid per each "Manhole AdjListment, Minor" campleted. c. The price hid shall inc�ude: 1 } Pavement remo�vaI 2} Excavation CITY DF FORT WORTH 2(f23 CONCRETE RESTdRE1TION CONTRACT 3 STANDARD CONS'I'RUC'CION SPECIf ICATION DOCUIv1�I�lTS Cety Projaot No. 104182 Revised March 11, 2022 330514-2 ADJUSTTNG NfANHOLES, itdLETS, VALVB BOXES, AI�fD OTHER S'iRUCTURES TO GRADE Page 2 of S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I6 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 34 40 41 42 43 44 45 46 47 48 49 2. 3. 3) Hauling 4) Disposal oiexcess material 5) Grade rings or other adjustment device 6) Reuse af �lie e�sting manhale frame and cover 7) Furnishing, pl�cing and compactioii of embedment and baciciiIl 8) Cancrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Cl�at1-up Manhole - Major Adjustrnent a. Measurement 1} Measurement for this Item shall be per each adjustment rec�uiring structural modzfications to raise or lower a manhoIe to a grade as specified an the Drawings. h. Payment 1) The wark performed and the materials furnished in accordance with tSais Item will be paid for at the unit price bid per each "Manhole Adjustmen�, Ma�or" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural madifcations, grade rings ar oth�r adjvsttnent device b) Reuse of the existing �nanhple frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9} Permanent asphalt patch ar concrete paving repair, as required 10) CIean-up Manhoie - Major Ad3�asiTnent with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a utanhole ta a grada specifed an the Drawings or six�uctural modi�cations for a manl-►ale requiring a new frame and cover, often for changes to cover diameter. b. Payrrient 1) T�►e work performed and the znaterials furr►ished in accardance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Maj�r wl Cover" completed. c. The price hid shall include: lj Favement removal 2) Excavation 3) Hauling 4) Dispasal �f excess material 5) Struc�ural modificatians, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfiIl $} Concrete base material 9) Permanent asphaIt patch or concrete paving repair, as required 10} C1ean-up C1TY OF FORT WOAfH STANDARD CONSTRUC`T'TON SPECIF[CATION I70CllMENTS Revised March 11, 2022 2023 COTVCiZET� RESTORATION CflNTRACT 3 City Project No. 1U4182 33 pS 14-3 AD7USTING MANHOLES, II�LETS, VALVE BOXES, AND OTHER STRUCTURES TO G12.ADL Page 3 af 8 1 2 3 4 5 6 7 8 9 ld 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 3D 31 32 33 34 35 36 37 38 39 aa 41 42 43 44 �45 46 47 48 49 4. Inlet a. Measurement 1) Measurement iar this Item shall be per each adjustment requiring structural inodi�catioi�s to inlet to a grade specif ed on the Drawings. b. Fayrnent I) The �vork perform�d and the materials furnished in accordance with this Ite�n will be paid for at the unit price bid per each "Inl�t Adjustment" campleted. a The price bid shall includa: 1) Pavement removal 2) E�cavation 3) HauIing 4) Disposal of excess material 5) 5ti°uctural rnodifications 6) Furnislzing, placing and compaction of embedment and backf'ill 7) Conca•ete basa materiai, as required 8) Surface restoration, permane�it asphalt patch ar concrete paving repai:r, as required 9) Ciean-up 5. Valve Box a. Measurement 1) Meas�rement for th�s Ttem shaIl be per eacl� adjust7ment to a gcade specifzed on the Drawings. b. Payment 1) The work perfaraned and the materials furnislied iu accordance with this Item will be paid for at the unit price bid per each "Valva Box Adj ustmeni" campleted. c. The price bid shaIl include; 1) Pavement removal 2) E�cavatian 3) Hauling 4) Disposal of ex.cess material 5) Adjustment device b) Furnishing, plaeing and compactian of embedment and backfill 7) Concrete base material, as required S) Surface restoraiion, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Pratection Test Station a. Measurement 1) Measurement %r this Item shall be per eaah adjustment to a grac�e specified on the Drawings, b. Payment I) The work performad and �ha materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cat}iodic Protection Test �tation Adjust�neni" completed. c. The price bid shalI include: 1) Pavement removal 2) Excavation CITY OF FORT WQRTH S'�ANDARTa CONSTRl3CTI0i�! SPECIFICATI�N DOCUM�NTS Revised March I 1, 2022 2023 CQNCRETE RESTORATION CONTRACT 3 City Projeat No. ] 04182 33 DS 14 - 4 ADJUSTING MANHDLES, INLETS, VALVE BOXES, AND p'�HER STRllCTURCS TO GRAD� Page 4 of 8 I 2 3 4 5 6 7 8 9 ia 11 12 13 1�4 1S 16 i7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ao 41 42 43 44 45 46 47 48 49 7. 3) Hauling 4) DisposaI of excess rnaterial S) Adjustment device 6) Furnishing, placing and compaction of aznbedment aa�d baek�ll 7) Concrete base material, as required 8) Surface restoration, perrnanent asphalt patch or concrate paving repair, as required 9) Clean-up Fire Hydrant a. Measurement 1} Measurement for this Item shaIl be per each adjus�ment requiring stem exiensions to meet a grade speoified by the Drawings. b. Payment 1) The work performed and the materials furnishec� in accordance with this Iten1 will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed, c. The price bid shall include: 1) Pavement removal 2) Excavafion 3) Hauling 4) DisposaI of axcess material 5) Adjustrr�ent materials 6) Furnishing, placing and compaction oi embedment and backfiIl 7) Concrete base material, as requirec� 8) Surface restoration, permanent asphalt pateh or concrete paving repair, as required 9) Clean-up 8. 11�Ieter Box a. Measurement 1) Minor adjustmen#s to meter box tess than 6-inches vertical shall be considered subsidiary to the mefer box pay item. 2} Measurement %r this Item shall be per each water meter adjustment requirec� in excess of 6-inches vertically to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item wilI b� paid for at the unit price bid per each "Meter Box Adj ustrnent Extensaon" completed. c. The price bzd shall include: 1) Excavation 2) Hauling 3} Disposal ofexeess material 4) Adjustment materials 5) Furnishing, placing and cornpaction nf embedmeni and hackfill 6) Concrete base material, as reyuired 7) SurFace rest�ration, unimproved area, as reyuired 8) Clean-up 9. ��1r.�F�uu S ��e UTI�,ITY AD�USTMENT C1TY OF �'ORT WORTH STANI]ARD CONSTRi3CTT03V SPECI�'ICATION I�OCUMEI*1'I'S Revised March l 1, 2422 2023 CONCRGTE RE:STORAI'10N CONTAACT 3 Cily Project No. 1 p4182 33 as ia - s ADlUSTING MANHOL�S, INLGTS, VALVfi BOXES, A�ID OTHEF2 STRUCTURSS TO GRADE Page 5 of 8 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 zz 23 a. Measurement �3 Measurement for this Item s1�a11 be per each adjustment requiring structural modifications to UTILITYIIRRIGATON LINE AND APPURTENANCES WHERE SUCH UTILITY/IRRIGATION LINE ARE THE PROPERTY OWNER'S RESPONSIBILITY TO MAIl�ITAIN sa-i� Gtr�otu� tc ��a�e s�ccif�ad �n . b. �'ayment 1} The work per%rmed and the materials furnished in accordance with this Item will he paid PER ACTUAL C�ST OF THE ADNSTMENTS PLiJS TEN �'ERCENT TO COVER THE CO�T �F BOND AND OVERkIEAD TNCURRED BY THE COl�ITRA.CTOR IN HANDLING THE UTTLITY ADN�TIVINETS �er � t�o arr.t �e-�i3 �r� r✓�i. "�11�;sa�l�ea�s Struotui^a4 " . c, The price bid shall include: �1� g��.t�.nsr�� 2} Excavatian 3} �Iauling 4} Disposal af excess material 5) �tr�.�ti•r�'� UTILITY modifications 6) Furnislling, placing and enmpaction of e�nbedment and bacicfill 7} Concrete base material 8} Pei•manent asphalt patch or cancrete paving repair, as required 9} CIean-up 24 1.3 REFERENCES 25 26 27 28 29 30 3I 32 A. Definitions l. 2. Minor Adjustment a. Refers tn a sKx�all elevation. chan.ge performed an an existing manhole wliere the existing frame and cover are reused. Major Adjusiment a, Refers to a signifcant elevation change performed on an existing manhoIe which requires structural modiiication or when a 24-inch ring is changed to a 30-inch ring. 33 3A 35 36 37 38 3g 1. Reference standards cited in this Specification refer to the eurrent referar�ce standard published a� the time oiihe latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Texas Commission on Environmental Quality (TCEQ): a. Title 30, Part I, Chapter 2I7, Su�chapter C, Rule 217.55 — Ma�iholes and Related 5tructures. 40 1.4 ADNIINISTRATIVE REQiJ1REMENTS [NOT USED] 41 1.5 SUSNIITTALS [NOT USED] 42 1.6 ACTION SUSNIITTALS/INFORMATION.AL SiTBNIITTALS [NOT USED] 43 1.7 CLOSEaUT SUEMITTALS [NOT USEDj 44 1.S MAINTENANCE MAT�RTAL SUBMTi'TALS jNO� USED] B. Reference Standards CITY OF FORT WORTH 2O23 CONCItET� I2ESTpRATION CO�ITRACT 3 STt1NDART� CONSTRUCTION 3PECIFICATION DOCUM�NTS City ProjecY No. I D4182 I2evised March 11, 2022 330514-G ADJUSTING MANHOLES, INI.ETS, VALVE BOXES, r1ND OTHEI� STRUCTUR�S TO GRADE Page 6 of 8 1 1.9 QUALITY ASS�UItANCE [NOT USEDj 2 1.�0 D�LNERY, STORAGE, AND IIANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [N�T USED] S PART 2 - PRODUCTS r 7 8 9 10 11 12 13 14 15 I6 17 18 19 20 21 22 23 24 25 26 27 28 �.1 OWNER FURNISHED [o�] OWNER SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS A. Cast-in-Place Concrete I. See Section 03 30 Od. B. Modificatians to Existing Concrete Struc#ures 1. See Section 03 SO 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover 1. See Sectinn 33 45 i3. E. Backfill �naterial 1. Sae Sectidn 33 OS 10. F. Water valve bax extensian 1. See Section 33 12 2Q. G. Corrasion Pro�ection Test Statian 1. See Section 33 04 11. H. Cast-in-Place Conerete Ma�lholes 1. See Section 33 39 Id. I. Precast Conerete Manholes 1. See S�ction 33 39 2Q. 2.3 ACCE�SORIES [N�T USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - �XECUTION 29 3.1 INSTALLERS [NOT U��Dj 30 3.2 EXAMINATZ�N 31 A. Verification of Canditions C1TY OF FqRT W�it'CH 2O23 CONCRE'I'� RCSTORA'I'IQN CON`I'RAC'1' 3 3TANDARD CONSTRUCTION SFECIFICATION DOCUMENTS City Praject No. 104182 Revised March l l, 2D22 3305 ]4-7 AD]US'F1NG MANHOLES, IN�.�TS, VALVE BpXES, AND OTIiER STRiJCTURC3 TO GR�DL-' Page 7 of 8 I I, Examine existing structure to be adjusted, for damage or defects that may afFect 2 grade adj ustment. 3 a, Report issue to City for cflnsideration before beginning adjustment. 4 3.3 PR,�PARATION 5 � 7 8 A. Grade Verification 1. On majar adjustments con�r�n any grade ch�ange noted on Drawings is consistsnt with �ield rneasurements. a. If not, caardinate with City to verify �nal grade before beginning adjustment. 9 3.4 ADJUSTM�NT l0 A. Manholes, Inlets, and MisceIlanaous �tr�tu�� LTTILITY ADN�TMENT 11 12 13 1 �1 1S 1� 17 I8 19 20 21 22 23 24 25 26 27 l. On any sanitary sewer adjustment rap�ace 24-incl� frame and cover assembly with 30-inch frame and cover assembly per TCEQ requirement. 2. On ananhole majo�• adjustmants, inlets and aniscellaneous structures protect the bottom using wood forins shapec� to fit sa that no deb�•is blocks �he inv�rt or the inlet or outlet piping in during adjust�nents. a. Do not use any xnore than a 2-piece bot�om. 3. Use the least iiumber of grade rings necessary to meet required gcade. a. Far example, iia 1-%0� adjusiment is required, use 2 6-inch rings, not 6 2-incl� rings, h. The ma�imum height of adjus�anent shall be no more tlian 12 inches for any ca�nbination of grade rings. If 12 inches is required, use 3— 4 inch rings. 4. A LICENSED TEXU� PLUIVIBER SHALL BE RESPQNSIBLE FOR REPAIRIADNSTMENT OF UTILITY/IRRTGATION L1NE AND APPURTENANCES B. Valve Boxes 1. Utilize typical3 piece adjustable valve box for adjusting to final grade as shown on the Drawings. 28 C. Backfill and Grading 29 1. Backfill area of excavation surrounding each adJustment in accordanoe ta Saction 30 33 05 10. 31 D. Pa�+err�ent Repair 32 1. Tf reguired pavement repair is to be perf'armed in accardance witli 33 or Section 32 O1 �9. G1TS( qF F(�RT VdORTH 2O23 CONCRETE RE5TORATIOI�i CONTRACT 3 STANDARD CONSTRUCTION SPEClP1CATION DpGUN1ENTS City Project 1Vo. 1041$2 Revised March ] I, 2022 33 Q5 14 - 8 ADJUSTING MAt�lHOLES, INLETS, VALVE BOXES, Ai�i� OTHER STRUCTURES TO GR/�DE Page 8 of 8 1 3.5 REPATR 1 RESTORATION [NOT USED� 2 3.6 RE-INSTALLATION [NOT USED] 3 3.'9 FIELD �o�z] �ITE QUALITY C�NTROL [N�T USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJiTSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANC� [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 12 DATE NAME l2/20/2012 D..iohnson 9/2a/2017 W. Norwood 3/11/2022 M Owen 13 END OF SECTION Revision Log �L7MMARY OF CHANGE 1.2.A -- Pay item added for a major manhole adjustrnent which reuses the existing frame and cover and a major adjustment requiring a nevw frame end no�er; Added items to be included in price bids; I31ue text added for clarification for miscellaneous srructure adjusEments 3.4—Pavement repair requirements were added 3.4.3 Eliminate 24 inch req[urement for maximum chimney height adjustment. 3.4.4.h Add requirement %r ma�cimum heigl�C of grade rings to he 12 inches or 3-4 inch rings Add measuremant and payment section for meter box adjushnent CITY OF FORT Wd12TH 2O23 CONCRETE [iESTORATION CONTRACT 3 STANDt1RD COMSTRIICTlQN SPECIFiCATEQN DOCUMENTS City Project No. 104182 Revised March I 1, 2022 34i113-1 'I'f�'PIC CON'1'ROL Page 1 of 7 1 2 3 PART1- GENERAL SECTION 3�t 71 r3 TRAFFIC CONTIZOL 4 t.l SU11'iNiARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Con�rol P1ans 7 8 9 10 11 B. De�iations from this City Qf Fort Wo��th Standard Specification 1. �OR THIS PRO.TECT TRAFFIC CONTROL SECTTON 34 71 13 SHALL BE Ct}NSIDERED SUBSIDIARY WORK, NO �EPARATE PAY. 2. TRAFFIC CONTROL IMPLEIWIENTATION, INSTALLATION, MAINTENANCE, ADNSTMENTS, REPLACEMENTS AND REMOVAL OF TRAFFIC CONTROL DEVICES SHALL BE C�NSIDERED Si1BSIDIARY WORK, NO SEPARATE PAY. 3. PR�PARATION OF TRAFFIC CONTROL PLAN DETAiLS, ADHERENCE TO CITY AND TEXAS MANi.JAL ON L]NIFORM TRAFFIC CONTRQL DEVICES (TMUTCD}, OBTAINING SIGNATLTRE AND SEAL O�` A LICENSED TEXAS PRDFESSIONAL ENGINEER SHALL BE CONSIDERED SUBSIDIARY WORI�, NO SEPARATE PAY. 4. SUPPLY AND INSTALLATION OF TEMPDRARY TABS AND TEMPORARY LANE MARI�INGS SHALL BE CONSIDERED SUBSIDIARY TO TRAFFIC COTROL SECTION 34 71 13, NO SEPARATE PAY. C. Relatad SpeciFication Sections include, but are not necessaril� limitec� to: 1. Division 0-Bidding Requirements, Contract Forms and Conditions ofthe Contract 2. Divisian 1-Genera! Ke�{uirements 12 1.� PRICE AND PAYIYI�NT PROCEDURES l3 A. Measureznent and Paytnent l4 1. Installatioza of Traffic Control Devices and TEMPORARY LANE MARKINGS: SUBSIDIARY NO SEP�TE PAY 15 a. "� 16 ��1Qaa�.�r�i»✓r.t fQr T��c Ce.n�l Lo��e�� r�cr1-1r. �r. fi1�a 1�ejea� 17 �a�iet� 1$ �—�enth i� de�na� u� �Q ��,��a.,,. a.,..., 19 b. � 20 1} �"'�� ._��'. ��rF rr�� r:�tol�l� furr�r�hed ie� cooci�Lt'�i'/1Y.�1 t�ZO 1'� 21 �nd r.i�1.'ur�d � ��o��idcr.I undcc "�1Ro�.cu�.��.��t" o� 22 �ri�-�r�i�e-k�i��t "'''�rf�a Coni�o ". 23 c. Tt^� ��11 �rJ�a� 24 �-; '?'�:fft� Ccnt� 25 �� T.,,,+„n.,+•,... 26 27 4j—�4c�j;�c�r.;�Y� 2$ c, no,.E., A„+� CTI'Y OF FORT WORTH 2O23 CONCRETE RESTORATION COAfTRACT 3 STANDAI2U CONSTIiUC`TION SPEGI�`1CATI{7N T}DCUMENTS CITY PROJECT NO. 104182 Revised March 22, 2021 34 71 13 -2 TRAFFIC CONTROL ig 30 31 32 33 34 35 35 37 38 39 40 41 42 Page 2 of 7 6) �eva� =.') �Iiaa �:ir.ta �^��u]. hh�ur� 2. Portable Message Signs a. Measurement 1) Measuremeiit �or this Item shall be per week far th.e duration of use. b. Payinent 1) The work perfarmed and materials furnished in accordance to �11is Ite�n a�1d ineasured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Messags Sign" r�ntal. c. The price bid shall include: 1) Delivery of Portabla Message Sign ta Site 2) Message updating 3) Sign inovament throLighout construction 4) Return of tl�e Portable Message Sign post-construction 1 3. Preparation of TrafF'io ControI PIan Details: SUBSIDIARY NO SEPARATE PAY � a. "� 3 I) l� 1 Jcfc��rvr-�ed- 1 t. T1n�-:n�r� 5 I) Th� ��fl��li p�rfa�t�ed n-d i.ri�c .. � . ' �'�d �r :�� « ,� � ' �e�'e� L O. Tl:.'. .. i.i.� �b..,ll ..1,..1.. �I : ) Prc��"l�g i� '�`'fi�� 10 la�:��r ,, �� d�'�i��o �"�z�nu�?�'arr.: T�f�� r�„�,,.�� r,o..:..e� 1� (T��Bj L 3) Ol/Y�tPt11i�� :�'� ..•� o e na �r,, .. n..,.� ., „1 �,. �� i� 15 1.3 REFERENCES 16 A. Reference Standards 17 18 19 20 21 22 23 1. Reference standards cited in ihis Specification refer to the curirent referene� standard pUblished at the tune of the latest revisian date logged at the �:nd ofthis Specifcation, unless a date is specif cally cited. 2. Tcxas Manual on Uni%rm Traffic Control Devices (TMUTCD). 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of Tra.nspartation, Standard Specificatinns for Construction aud Maintenance of Higl�ways, Streets, and Bridges. 24 1.4 AD1WIIlVISTR�TIVE REQiT�REMENTS 25 26 27 2$ 29 30 3I 32 A. General 1. Contractor shall rninimiz� lane closures and impact to vehicular/pedestrian traffie. B. Coordinatzan 1. Contact Traffic Services Division {S 17-392-7738} a rrainimuzn of 48 hours prior to implementing Traf�c Contrnl within 500 feet of a traffic signal. C. Sequencing 1. Any deviations to the Traffic Contral Pian included in the Drawings m�ast be first approved by the City and desig,� Engineer before irnplementation. CiTY OF FORT WDRTF3 2023 GONCRETE RESTORA'iION CONTRACT 3 STANDARD CONSTRUCTION SAECIFICATION DOCUMEN'1'S CITY PROJECT NO. 104182 Revised M�rch 22, 2021 347113-3 TRAFFIG CONTRpL Page 3 af 7 33 1.5 SUSNIITTALS 34 A. Yrovide the City vdith a current list of quaiified flaggers befare baginning flagging 35 activities. Use ouly flaggers o�� the quali�ed list. 36 B. Obtain a Street LTse Permit from the TPW Department's Transportation Division. The 37 Traff'ic CQnb•ol Flan (TCP} for the Project shall be as detailed on the Traffic Contral 38 Plan Detail sl�eets of the Drawing set. A copy of this Traffic Control Plan shall be 39 submitted with the Street UsePermit. 40 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 41 �nginee�-. CITY pP I'ORT WOIZTH 2D23 CONCRETE RE5TORATION CONTRACT 3 STANDARD COIISTRUCTION SP�CfPICATION DOCUMENTS Cl`CY Yi20JECT NO. 104182 Revised Niarch 22, 2021 34 71 13 -4 TRAFFIC CONTROL Page 4 oF 7 1 2 3 � 5 6 7 8 9 10 D. Contractar shall prepare Traffic Cantrol Plans if required �y the Drawings or Specifications. The Gontractor will be responsible for having a licensed Texas Professzonal Eilgineer sign and seaI �lie Traf�ic ControlPlan sheets.Atraffic control "Typical" publislled by City of Fort Wvrth, the Texas Manu�l Unified Traffic Control De�ices (TMUTCD) or Texas Department of Transpor�ation (T�OT} can be used as an alternative to preparing proj ect/site specific trafitc control plan if the typical is applicable to the specific projec�/5ite. E. L�ne cIosures 241�ours or longer shall reyuire a site-speci�c traf�ic control plan. F. Contractor responsible for having a licensed Te�as Professional Enginesr sign and seal changes to the Trraf�c Control PIan(s) developed by the Design Engineer. 11 1.6 ACTION SUSNIITTALS/INFORMATIONAL �iTBNIITTALS [NOT USED] 12 L7 CLO�EOUT SUBNIITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBIVIITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELNERY, STORAGE, ANll HANDLYNG �NOT TTSED] 16 17 1.11 FIELD [SITE] COND�TYONS [NOT USED] 1.12 WARRANTY [NOT USED] 18 PART � - PRODUCTS 19 2Q 2I 21 OWNER-FLTRNISHED �oe] OWNER-SUPPLT�D PRODUCTS [NOT IISED] 2.2 ASSEMBLIES AND MATERTAY,S A. Description 22 1. Regulatory Requirements 23 a. Prov�de Traffic Control Devices that conform to details shown on the 24 Drawings, the TMUTCD, aud TxDOT's Compliant Work Zone Traff c Control 2S Device List (CWZTCDL). 2b 2. Materials 27 a. TrafF'ic Contrai Devices must meet all reflecti�ity requirements incIud�d in the 28 TMUTCD and TxDOT Specifications -- Item 502 at aIl times during 2� construction. 30 b. Electrozaic nnessage boards shalI be provided in accordance with the TMUTCD. CITY OF PORT WORTH 2O23 COI�fCRETE RCSTORATIflIV CONTRACT 3 STANDARI] CQT�iSTRUCT10N SP�CIFiCATION DOCLIMENTS C1TY PROJ�C`f NQ, 1Q41&2 Revised Niarch 22, 2021 34 71 I3 -5 'fRAFPIC COAITRDL Page 5 of 7 �.3 ACCE�SORIES [NOT USED] 2 �.4 SOLIRC� QUALITY CONTROL [NOT USED] 3 PART3- �XECIITrON 4 31 EXANIIlV�ATION [NOT iTSED] 5 3.2 PREPARATiON 6 A. Protectian of In-Place Conditions 7 1. Pro�ect existing traific signal equipment. 8 33 INSTALLAT�ON �� A. FoIlo�v the Traffic CantrolPlan (TCP) and install Traffic Control Devices as shown on the Drawings and as directed. B. Install Traffic CantrolDevices straighf and plumb. 12 C. Do not make changes to fihe Iocation oi any device ar impletnent aaay other cl�a��ges to 13 �lie Traffic Control Flan without the approval of the En�ineer. I4 1. Miz�or adjustments to meet field constructability and visibiIity are allo�ved. l5 D. Maintain Traffie Control Devices by taking corre�tive action as soon as possible. 16 1. Corrective action includes but is not limited ta clean,ing, replacing, straightening, ]7 co��ring, or retnoving Devices. 18 2. Maintain the Devic�s such t1�at they are praperly positioned, s�aced, a�id legible, 19 and that retroreflective cllaracteristics me�t requirements during darlcness and rain. 2Q E. Tf the Inspector discovers that the Contractor has failed ta comply witl� applicable federal 21 and state laws (by iailing to fi.u-nish the necessary flagmen, wariaing de�ices, barric�des, 22 ligllts, signs, �r ather precautionaiy measures for the protection of persons or property), tlae 23 Inspector tnay orde�• such additional precautio�lary measures be taken to pi•otect persdns 24 and property. 25 F. Subj ect to the approval of the I�lspector, portions of this Project, which are not afF�cted 6y 26 nr ii1 conflict with t1�e proposed method of handling traf�ic or util ity adj ust�nents, can be 27 constructad during any pl�ase. 28 29 30 31 32 33 34 35 36 G. Barricades and s ign s shall be placed in such a manner as to not interfere with tha sight disiance of drivers ente:ring the higl�way from driveways or side streets. I�. To facilitate shifting, barricades and signs used in lane closures or traff'ic staging may be erected and mounted on portable suppoi�s. l, The support design is subject to the approval of the �ngineer. L Lane closures shall be in accordance with t�e approved Traffic Cantral Plans. J. If at any time the existing tra.�fic signals bacome inoperable as a result of can�tructian operations, the Cantractor shall provid� porYable stiop signs with 2 arange flags, as approved by the Engineer, to be used fbr Traffie Control. CITY OF FORT WORTH STAND�i:D CONSTRUCTION SPECIFICATION bOCI_INIGNTS Revfsed Marcl� 22, 2021 2023 CONCRETE RESTORATIQN CONTRACT 3 CITY PRD7�CT NO. 1Q4182 34 71 13 -6 TRAFFiC CONTROL Page 6 of 7 1 2 3 4 5 6 7 $ 9 1 �} 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 K. Contractor shall malce arrangements for police ass�istance to directtraffic if traffic sigx�al t�tir�a-ons, street ligl�t pole installation, or other canstruction will be done during peaktraffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). L. Flaggers 1. Provide a Contractor representative who has bean certified as a flagging instruckor through courses offered by the Texas Engineering Extension Service, tl�e American Traffic Safety Services Association, the Nationai Safeiy Council, or other approved organizations. a. Provide the certificate indicating course completior� when requested. b. This repr�sentative is res.ponsib�e far training and assuring that all flaggars are qualified to perform flagging duties. 2. A qualified flagger must be independently certified by I of the organizations listed above or trained by the Contractor's certifi�d f�agging instructor. 3. Flaggers must be cou�teous and able to effectively cammunicate with the public. 4. When directing traffie, flaggers must use standard attire, fIags, signs, and sig�als and follow the flaggzng procedures s�t farth in the TMiJTCD. S. Provide and rnaintain flaggers at such points and for s�ch periods �f time as may 6e required to provide for the safety and eonvenience of public travel and Contractor's personnel, and as shown Qn the Drawings or as directed by the Engin�ar. a. These flaggers shall be Iocated at each end of th� lane closure. M. RemovaI 1. Upon completion of Worlc, remove from the Site all barrieades, signs, cones, lights and other Traff'ic Control Devices used for vvork-zone traffic handling as soon as practical in a timely rr�anner, unless otherwise shawn on the Drawings. 25 3.4 R.�PA�R / RESTORATION [NOT USED] 26 3.5 RE-INSTALLATION [NOT US�D] 27 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] Z& 3.'� SYSTEM STARTIIP [NOT II$ED] 29 3.8 ADJUSTING [NOT USEDj 30 3.9 CLEANING [NOT USED] 31 3.I0 CLOSEOUT ACTIVITIES [NOT iTSED] 32 33 34 35 36 37 3.11 PROTECTION [NOT U�ED] 3.1� MAINTENANCE [NOT USED] 313 ATTAC�IIVIENT5 [NOT USED] END OF SECTION CiTY OF F�RT WdRTH 2O23 CONCRETE RES'i DRATIUN CUN�RACT 3 STF1IdDA[iD CONSTAUCTION SPECIFICATIDN �OCUMENTS CITY P1201�CTN0. 1041$2 Revised March 22, 2D21 34 71 13 - 7 TRAFFIC C�NTROL Pa$e 7 of 7 Revision Log DATE NAME 11/221i3 S.l�u•nold 3/22/2021 M Owen SLJMMARY OF CIIANGE Added police assistance, requirement for when a site specific TC�' is required 1.4 A. Added language to emphasize minimizing of lane clnsures and iinpact to trafFic. l.S Glarified submitta! z�:quii�emenCs 3.3 M. Clac-ifed t�err3oval requireinents CITY OF FORT WORTI-1 2D23 CONCRETE RESTORATION CONTRACT 3 STANbAl2D CONSTiZUCTION SP�CIFICATIQN llOCUMGNT5 C1TY PRQJECT NO. 1Q4182 Revised Mazcl� 22, 2021 SECTION 99 99 00 SPECIAL SPECIFICATION Geo�rid, Tensar TriAX140-475 1, Descriptinn: Funnish and place geogrid in accordance with the ]rnes and grades shown nn the plans or as dzrected. 2. Materi�ls: Geogrid, a synthetic planar structure forrned by a regular network of integrally con�ected poiymeric tensile elements with triangular apertures d�signed to interlock with the surrounding fill material. Geogrid is used far the reinfarcement of roadway ba�e or embankment materials. Furnish geogrid that meets the requi�ements of Table 1. IIse roIl widths and lengti�s shown on the plans or as approved. Deliver each roll of geogrid in suitab�e packaging to protect it irom en�ir�nmental degradation; each rall will ha one continuaus piece without discontinuities in the ribs. The Engineer will o6tain at least ane (1) sa�nple of the geagrid per praject for testing, as needed, eo verify compliance with Table 1. Table 1 Gen�rid Reqeureanents TXIAO Index Properties Rib pitch, mm (in) 1blid-rib depth, mm (in) Mid-rib width, mm (in} NodaI fihickness, mm (in) Rib shape Aperture shape Rib Aspect Aatio (depth.: width) �truttural Integrity runction efiiciency,"� % Apertvre stability,�z} kg-cmldeg @ 5.pkg-Cm Radial sriffness at Iow strain,�3� kN/m @ 0.5% strain Radial stiffness at low saain,�3� {lbl£t C� 0.5°10 strain) Durability Resistance to chemical degradation�4� T�ongitudinal Diagonal Transverse 40 (1.60) 40 (1.60) - 1.2 {0.05) 1.2 (0.05} 1.1 (O.Q4) 1.1 (O.Q�} General 3.1 (0.12) rectangular triangular > I .0 93 3.0 225 15,430 100% Resistance to ultra-�ialet light and 100% weathering�5j Notes: 1. Lpad trans%r capability deterznined zn accordance with GRI-GG2-87 and GRI-GG1-87 and express�d as a pex-centag� of ul�imate tensile stren�th. 1 2023 CONGRETE RESTORATION CONTRA.CT 3 (`it�� T�rniart Nnmhar 1(ldi R7 2. In-plane torsional rigidity measm•ed by appIying a moment to the cent�al junction of a 225min x 225mm specimen restrained at its perimeter in accordance with U.S. Army Corps of Engineers Methodology for Measurement of Torsional Rigidity, (Kinney, T.C. Aperture stability Modulus ref 3, 3-1-2000}. 3. Radial stifFness is determined from tensile stiffness measured in any in-plane axis from testing in accordance with the scope of TSO 103I9:1996. 4. Resistance to loss of laad capacity when subjected to chemically agga�essive environments in accordance with tesling to IS01296Q as pai�t of a durabilit}+ assessment in accordance with IS013434:1399 7.3 5. Resistance to loss of load capacity whan subjected to ultra-vialet light and weathering in accordance with tasting to EN1222� as part of a durabiiity assessment in accardance with IS013A3�:1994 7.2 6. All dimensions and �aIues are typical unl�ss otherwise stated. 3. Identificatian: Identify each roll with a tag or label securely affixed to the outszde of the �oll an one end. List the following information on the 1a6e1: � unique roll number, serially designated; � Iot number or control number; � name of produeer; 0 style or catalog designatian of product; and � roll width and length. 4. Construetion: Prepare the subgrade as indicated on the pians or as directed. Set string lines far alignment, if directed. Install �eogrid in accordance with lines and grades as shown nn the plans or as directed. Place base material in lifl thicknesses and compact as shown on the plans or as directed. Do �noC operate t�ack�d eonstructian equipmenE on the geogrid without a rni�imum �11 cove�• of six (6) inches. Rubber ��e construction equipment may operate direcrly on the geagrid at speeds less tk►an five (S) mph if the underlying material supp�rts the loads. Where excessive subsfixuctur� deformalion is apparent, correct the grid placement nperatinns as recommended by the manufacturers ar as directed. A. Placement: Orient the gengrid length as unrolled parallel to Yhe direction of roadway. �verlap geagrid sections as shown on ihe plans or as directed. Use plastic ties at overlap joints or as dvected. Placement of gengrid around corners may require cUttiug and diagonal lapping. Pin geogrid at the beginning of the backfill section as direcCed. Keep geogrid taut at tt�e beginning of the backfilling sectinn but not restrained fi�om stretching or flattening. 1. Longitudinal Joints: Overlap longitudinal joints by a minimurn of 1 ft. Space longitu�inal ties 10 ft. to 15 ft. oi• as directed. �. Transverse ,�oints: Overlap trans�erse joints by a minimum of 1 fl. Space trans�erse ties 4 ft. tn 5 ft. or as directed. B. Damage Repair: As directed, remove and replace cQnrractar damaged or excessively defarmed areal without additional compensation. Lap repair areas a minimum af 3 ft. in all directinns. Tie each side of repair grid in at least three (3) iocatians but do not exceed normal const�uction spacing; tie spacing for odd shapes will be as directed. Repair excessively deformed rnaterials underlying the grid as directed. 5. Measurement: Geogrid will be measured by the square yard of roadrvay placement as shown in the plans with no allowance far overlapping at trAnsr�erse and Iongitudinal joints. 2 2023 CONCRETE RESTORATIdN CONTRACT 3 City Praject Number 1041$2 6. PaymenE: The work performed and materials furnished in accardance with this item, as measured, will be paid for at the unit prica bid for "Geogrid, Tensar TriAX140-475". This p�ice is full compensation for furnishing, preparing, hauling and placing materials including labnr, materials, freight, tools, equipment and incidentals. 2023 CONCRETE RESTORATION CONTRACT 3 Citv Pr�iectNumher 1041 R2 APPENDIX GG5.06.D Minority and Women Qwned Business ��terprise Coinpliance GGfi,p7 Wage Rates GN-1.0 Ge�leral Notes SD-1.4 Standard Const�•uction Details PQ-1.Q Project Map and Quantity CTTY OF FORT WORTH 2O23 CONCRETE RES'�ORATION CONTRACT 3 STANDARD CONSTRUCTIQN SPECIFICATIOM DOCUMENTS City Proje�t No. 104182 Revised Iuly 1, 2Q11 ��60�6�� 1l�I�n�r�� d �Vo��m� O�ne� ]�usf�e�s �E�mter�r�se ��mrn�li�� TI�[�S P�GE ]LE�'I' �1�T�l�T��l�TA]L�L�' �lL�Y� 2023 CONCRETE RESTORATION CONTRACT 3 City Project No. 104182 Ci#� �� or� �'�r�h ��T �o�T� ��sorv�� Eq�ifi� �l�ilia�ti�r� �o�-ua� �is�dv��ta�ed ��nsi��ss E��t��t�a�is� �➢tiliaatoon ��r�r� �A�swli�2r�➢e if 1Fea1�r��N-Fun��cli ��9��J�31F��1�0�1�{f11lVE➢i c��.�a�v�a��: �r�� llr�fra�o��t�u��fl�n F'�mJ1EGT �IAf��: 2�2� �C��ret� R�s��ato�r� C�n�r�c� � �➢i�JE�7 ��1�'�F�: B�D �IA7E. Ci�y's ��s0r��ss Ex��i#y i9�al: 1 �4182 _ I$/25/2022 �(�h+ec�C � ada�ress➢ng ��E Coal) CPieCk �la �p,�Iv��bDe �b�x�s t¢� �le5�r➢b� � Not Ce►iified �MBE �WeE F'�i��1�Ffer��l�+wn�rs �Da�ifi�a4a�r�: Cer�fyi�� A��n�y: ��C"fRCA �DI�IV MSDC �TX DOT �WBCS E'th�ai��y: ��ri�RAmeriqn �Nispanic �Ca�casian �Asian ATfACNMENT Paye 1 a • I�er�r's �wsd��ss Ea�u6�r (�r D�� 2� % ��➢�1019��1f1f: �� °�a � HUB ❑V05B �Section 3 �DSE � Other. ❑ �a�Q q��, ��d��: �Male �Female � iVon-Sinary �efor��or�s: B�si�ess �Ec�u��j ��rn: Certi�ied �Ii�E Minority BUsir�ess Enterpr�se or V1l�� Wamen Business Enterprise ��: Qisadvantaged Business Enterpr�se HUB: Historically Under Ufilized Business 1/�5�: Veteran Owned Smal� Business Se�ti�srn 3: Certi�ed Housing Uri�an De�eiopment Vendors A'LL E�LJ51�1��5 �2��JD71( �Di�N�� i��S� E�E ��6�T�FI�� EF�F�E C��FI�4C� �►Vifi�►�� Failure #o complete this fo�m, in iis erttirety, and reoei�+erf by ta-ie Purchasing �i�ision no fater ihan 2:00 p.m. an the tF�ir� City bus9ness day after bid opening, exclusive of bid opening date wiEf result in ihe hid•heing considered nan-responsive to �id speafications. Fxceotion: GFA. ICA. and CdBG oroiects. docurr�ents will be submitted to ihe Citv Proiect Manaqer ifi ...::� bid arto the De�elnper rf privatelv 6id_. The undersigned Primel�Offeror agrees ta enter ir7to a forrna! agreement with the Business �q�[ity firrn{s) listed in tl'tis tatilization scheduls, conditioned upon e�cecutivn of a cc3ntract with ti City of Fort Warth lExceotian: �e�elouer nroiectsL 'T'i�e ir�tentiona! andlar lcr�aw�ng misrepresentation of fa�,s is grounds for consideration af disqual'rfication and wilf r�esuit in the bici be9�g considered non-responsi�e io bid specifications. Business Equity frrms listed toward meeting the project goal must be located in the City's markefpEace at tha time of bid or ihe business has a Significant Business Presence in th Mar[tetplace. The rnar[cetolace is the Citv af Fort Warth includ9na o�rEio�s of Dentan, Parker. Wise. and all ofTarrant. Dalfas, and Jahnson �nl�ntips Certified means those Business Equity Firms, located within the Marketplaee, �that have bee� de�ermined to �e a bona-fide minority or woman busine'ss enterprise by tE3e Norkh Cert�ral Texas Regional Certificafion ,�gency (NCTRGA), �alias/Fo�t Worth Minorify Supplier De�velopment Councif {DIFW M8T]C) and Wornen's ��sirtess Council�outhwest (111IBC5}. . . . - lf hau[ing setvices are utilized, tfie PrimelOfFeror wif! be given crecfii as iang as the Business Equity f�rm listecf owns and operates at least ane fully licensed and operational truck ta I used on the caniract. The Business Equity firms may lease trucks trom anoih� Business Equity firrn, inciuding Business Equity owner-operated, and recei�e fu[[ Business Equity credit. The Business �quity firm may lease truc4cs from non-Business Equity firms, ir�ciuding owner-operated, 6ui wil] only receive credi# for the fees ar�d cammissions eamed by t Business Equity as outlin�cl in 4he lease agreemer�t ��c9eralby f�ncle�i �ro��cts (�l�6�1�, Cou�n4ie�g DBE ��rticupation: If �nateriais or supplies are obtained from a[3�� manu�acturer, count 700 percent of the oost af the mate�ials or suppfies towards the goai. If the oinate�i�ls or sanpp�lies �ra Ipur�haseal �rom a�B� rect�9a� �eaver, couni SO percent af ihe cost of the materials and supp[iss toward tFfe DBE gaal. Vllh materiais or suppfies are purchased from a�� o�eith�� a pvrnana�iFa�4a�rer u�or a req��aP rie�f�r, cvunt the entire amoun# af fees or cammissions charged for assisiance ir� the procurement of t[�e ma�ieria[s and s�pplies or fees or transpartafion charges #ar the delivery of the materiais or supplies delivered to ihe jab sife_ [n al[ cases, the PrimelOfferor is r�sponsible to identify the arrto�n�.s to be �sed toward the commiited DB� goal. Timie: For 33�� oaVs, 6�°� a� ttYe services co�r�� towards fi�e goal. EPfective 011011202i F{)l��T ��RTI� . A7iACPage 2 a�4 �a��or��ss E�u�i� C�ti�i�a�ta�� or�rr Please note that on�y certifred Busines5 Equity fiRris will be counted to meet the Business Eq�ity goal. PrirnelOfFerors are req�ored tn idero#ify �+�.� s�bcontractorslsuppliers, regardless of status; i.e., BuSiness Equily fivrns and non-Business E�uity firtns. F'rimelOfferors rnust idenfi#y by i�er ievel a[! subcontractoeslsuppliers. Tier_ means the [evel of subcontracting i�e��w the Prime/C}f€eror i.e. a dire�t payment from the PrimelOfferor fo a su6cantractor is considered 1 st 4ier, a payrnent Dy a subcontrac�ior to i�.s supplier is considereQ 2nd tier. Business Equity f rms are tio 6e listed before nan-Business Eq�iiy farms. The FrimelOfferor is responsible �o pror�de proof of payment of all izered sub-co�traciorslsuppliers idenii�ed as a Susiness Equity firm and counting those daOlars towards meetirtg the contract cornm6kted goai. Certified Business Eq�ity Prirr�e/Offeror Contractars counting their seff-performance towards meeting the vontract goal, must 6e c:ertified within those IVAICS cammodiiy cades with certifying agency acc�ptab[s by the C'ity of Fort Worth. Certified Business �qui'ly PrimelOfferor cour�fing seEf parForming services towarcls the goal, the satvice(s) ta be perform� shorald be listed flrst an th� Utilization forrn_ C�he��C $I�is la�x�a�f ��Ptifie� ��r�� Cacifira�tmr serv�ces v�iQ� f�� co�m�i�.g �atw2a�a�s ��e �e�sirl�ss EqtnH4y ��nf�act6�r� a��➢. I�Dea�se Qast serrr6�es fo�st bel�w►. C��e�s� lisit �tti�Oesi ��sic��ss Gc��iiv �ie-� rt��s as lis��d �ra t(�ei� e�r�i£cati�n, or��f¢aa�a�tq 1��3A r�aQn�s. �1A,[1��5 A�l� .A��12�SS�ES �� C�I��1�►Ci�RSI5�t1�C��ERS a�� N��; l9rban Infracans�r�act�oro A��s, 526 IVortf� B�itair� Fid ' Irving TK, 7bOfi1 �,��e: 817-�16-5�4 ��,�ep: Ana�p[a�Urba�ica�str�act.cam �r�tact �ersorn: AI11�p T�rlf�]r�kal' Bus�n�ss Narrae: C�wtawn Redimix Aais�ress. PO �ox 16227 Fort WortF� T)C, 7fi161 ��: 81 i-759-1919 �rpeaaa: �{inr�[c�cewtor��m.a�s Trici� l.inn ��t ��: E��n�ss tV��ae: �eo��a.4 One ,��dress: 5742 Aa�port Fwy Fort Worfih, TX 7Fi� � 7 F�h��e: $� 7-222-2806 E,�� avis.hancac8c[�ri equ�p.com Tra�as I�a�coc[c c��t ��s��. 'il�r �F S�RVIGESISI��PLIES Specii7� �ie� ��OV�mC� (�FADCS 1Zeq¢�irec�) Pdarne 1st Tier 4y�evfS�wicelS�pp6�e.s: 1St . Concret� p�vir�g and e�eQn�litior� ��s c��:2373� � $ AN6Ol��1T: �%�,�� .00 4y�e o� Secv�c�l5u��l6es: Concrete supplier �C5 Coc�e: ��A��: soa,00�.00 ��F� af s��s�as��sa�: .. Fiebar, cor�cret� �CCeSS�fI�S �IA�CS Co�e: � A��''�: �0,�74.oa Cev4o�ocait�aro A�erecy �eu��d �y: �/FW MSL?C ��ucTRca Qrxoor �wscs ❑O#her. C��e� 13y: ❑D�FIN MSQC �NCTRCA ❑TXDOT �WBCS ❑Other. �cui�o�O�d l3y: �aFw n�suc ❑NCTRCA ❑TXDOT ❑�NBCS � Other. Ce�de� �,�c! ��[tic�.}I: � Ma{s � Female � �Q��nary �Afican American �Asia� � Gaucasian � hfispanic � Nafive American � Male � FerrEale � f�on-Binary �Afirican Ariterican � Asian � Caucasiart � Hispanic � �lati�e American � Ma]e � Femate � Non-Binary � Afican American � Asian � Caucasian � His�ranic � Native American Effective 07101l2029 Updaied 03/241202� �'��T �Y��a� NA1C5 Cod�: ��sflrn�ss �qt�i� �Dt��z�ti�� F��rr� �I�se ie��lu�le trna�ft��pl� �o�8�s �f t�is �aa�e i�' a�e�dle� �o lost a�0 ��n��a�`i�rs ��dl su�papD'oe�s. IdA�AES A�l� �A��FtESSES O� �C�MTRA�T4)➢ZS{5�l1PPL1E�ZS TYPE O� S��tV1��51S1➢P1P�DES 5pe�iFy Toe� �FtOV1�E1D (IdA1CS bleqv��d) �a�� 1siTier �yp�e aff 5evvor,,elSu�ppGi�s: - ��rti�ucatioe� Ager�cy �en�ier �na� �t�unicrly. � �arsio��ss �arrne: _ A¢iel��ss: �Po�n�: ��ail: �mr�i2i�t Persar�: �us6�ess IVarroe: A►aidi��ss: ��or��: ��naid: C�niac�t �erso�r: ��so��ss I�ar�rne: /�ai��Qss: � ��ru�: � ��ai�: C�ro�a�i ��rs��: �us6��ss f�aer��: Addir�ss: ��ior�e: �vrt��0: �arn4a� �e�soo�: .$ A�f1�[pP�GT: ATfACHMENT9A Page 3 of 4 Cer�i�ied By: � Ma]e � FemaEe � Non-Binary ]�rFw nns�e �African Amencan � Hispanic ��ICTRCA ]TXQOT QWBCS ❑A$ian �O�er. �Cau�.asian �Hairve Arnerican �y�e aff �e�r►oc�lS��p�i�s: �e�ifie¢I By: � M�le ��emale � Non-Binar� �DFW MSQC ❑,4f�-ican American �Hispanie �I�CTRCA Y�AI�S �oc9e: �TXDO7 �WBCS �Asian �p�� Caucasian � Na�ve � ��,�y�. American 7ype ofiSeuvoca�ISu�pla�s: C�efidfied gy: �Ma�e �Femafe �Non-Binar� ��FW MS�C �NGTRCA ❑Afncan Amer+can �Hispan'rc l�AI�S �adi�: � nCQOT � WBCS ❑ �ian � Other_ � Caucasian � Native $ A➢bAAOU➢d�: � American �yyp�e off 5ervflcel5�pp�ies: _ - Cer�fied �y: �Male ��emale �Nan-Binar� �DFW MSDC �NCTRCA ❑African Amencan �Nispanic I�A1CS Codr�: ❑TXDOT �V+BCS ❑ Asian �Other. �Caucasian �Nati�e � ��N',�; A�nerican Etr�e o�/o�lzo2� u�� a�2a�zoa� ATfACHMEN7IA Page 4 of a �� ' �C� Il�'II'.I� ��sin�s E��i� lJ#ol��to�r� �For� Tatal Do�aar Ama��t nf �erkifie¢� Pri�ruel�ffe�oa� Ser�ices towar�s contracf goaf To�ai DoGlar Amo�n# of l�a�s6a��sss Ec��aity Q��- D�G of �p��a��leg Subcontractors/5uppliers Total DolEar Amount of N�r�-l�a�si��s Ec�a�ii�y SubcontractorslSuppliers TO�� Od.LL� �lfiQ�[�Vi �fF Cl�l�4QFIE� C�It��Ui�IAL� SI��[�T�►CT�I�SIS�RPLICRS $ s7s,s� z.ao � � fi50,874.00 � 1,fi27,186.04 The PnmelOfFeror wiE� r�ot mak� addi�ians, dele�ior�s, ar subs�it�tians to +this certifed list wi�i-�o�t the prior approva� of tl�e B�sin�ss Equ'rfy �i�ision throug� fhe submittad af a d7�qru�sg d`�r AL�x�r�val �� iavas��IA�d6��n mrtlBet�. A�y u�jus#ified change or dele��an sP�ail �e a r�aterial breach o� contract and ma�y res�l�t in debarme�� in accord with th� proc�dures outlined ir� ihe ardonartce. T�e Prime/Oifiera� sha[I saobrr�st a detai�eci explanaiion af how the requestecf char�gefadd�tion or defetion wil! afFect the corr�mi�ted Busi�ess Eqc�ity goa{. If the tietail �xplanation is not s[�bmiited, it wi{I af�ect �the finaf cornp�iance dete�mir�atio�. By a+ffixing a sogr�ature to �E�iS fonm, f�te Prime/OfFeror furkhee agrees to pro�icie, dir�c�ly ta the C[iy upon r�c�uest, campfete and acc�t�ate E�formatfor� regarding actual work p�rtorrr►e� by �Ei subcantractors, including non-�usi�es� Equ�ty firms. T�e PnmelOf#ero� also ag�ees to aflow an ��dit andlo� examin�tion of a�c�y boo�cs, recorcis an� �les h�ld 9�y #P�eir campany. The PrimelOfFerar agrees to aE�ow the �a�smissior� af inferviews with owners, pri�cipals, off'rcers, e�npfoyees and a�piocable subcontrac#orslsu�p0iers participati�g an the co�tra� t�tai vv�ll substanfiate tC�e act�al work perforoned by the Susir�ess Equity finms on this contract, by an autho�ized off'icer or empfoyee of the City. A PrimelOfferer who intentionafly ancilor knc�wingly mi�represents rv�a�k��al facts shalf be Debarred 'for a period of time of not less thar� three {3) years. CEO Yit�� Urban �r�fraconst��ciion �mrr��par�y IVaa�e 526 �lorth �ri�a�jr� Road Asl¢4�ess �NiFI� T�, %�J��7� CabylStatelZi� Cod� Anup TamraKar I��iro�ed[ 58gr��a�e � � _ � G�ar�aa� �arr�e ar�s� vetl� �iff a�affFe�ea�L� 817-G16-5544 1��one IV�Qmtr�P Anup�urbanicons�ruc�.com Ea�na,oa Ad� ss .�,� �.�� .�- Qate �epartment of C7iversi#y and 1m�lusion - Business Equity Division Effecpve o1/01l2021 �mai{; DV11�_SE�ffce@fortworthtexas.gov Updated D3/24J2o22 Disadvantaged �usiness �n�erpris� (DBE) - � � Urban Infraconstruction, ��C �� LT��.� I�fra��st��t�o�, L�� has �iled with the Agency an Affldavi# as defined by NCTRCA Disadvantagad Buslness Enterprlse (DBE) 49 CFR f'art 26 and is hereby cet#ified fa provide servi�e(s) in the following areas: N,�1C5 237110; WA�� AND S�Vll�lt LlNE AN[� R�lu°�T�9 STRUCT'IJR�S tOidSTRUCTI�fd M�1C5 ��7310: �ANCRETE PAVIN� (I.�., F[ICHWAY► ROA�, STR��T, PIJ�LIC SI�EW�4�� f�AICS ��110: �pIIN�A�I�N, 81�1�DING, POLIR�D �DM�R��, C�NTRACiOR� NAiCS 2��99Q: CONCR�� PAVING, R�SI��N�IAL AND �ONIM��3CIAL DRIV�lN,4Y AND P�1��ING AR�A This Certkficatian commences December 43, 2�21 and supersedes any registratlan or Ilsting prevlously lssued, 7his certification musk be updated annually by subrnisslon of an Annual U�dafe Affida�it, At any t�me there is a change kn ownership, control of the firm or operation, notification musk be made immedlately to khe Narth Cenkral Texas Regianai Certlfcation Agency for ellgibility evaluation. Issued Dafie; December 13, 2021 CERTIFfCA�ION NO. IMDB81626N1222 �� TUC�' � �� d�� `1 _ .� - �. � �, �. . �_ � C�rkifieakion Administratar FORT �ORTH QFF�RAR CaMPANY NAM�; Urban Infraconstruction �rir�� n�ra��or VVaive� �orrr� PItOJECY NAM�: 20�3 Con�r�� es�orat�on Contrar.i � City's MBE project Goal: `�� % �Eferor'a MSE Projeot Gomrr3ltment: 6Q % ATTACHM�f�71 B Page 1 of 1 1 Check applfea6le 61ock to describe Prime +�M1WSE � NON-MWeE Bfb n,�r� 8/25/2022 PR�JEC�iVUMBER 1Q4i�2 If �oth answats to this form are Y��, da no complete ATTACHf1�I�NT 9 C(Good Falth Effort Form). All questions on this form must be completed and a detailed explanatfon provided, if applicable. If the answer to either quest[an Is NO, then you �ust eompleke ATTACHM�NT 1 C. Thls form Is only applicabie if .Qth answer� ara yes. Fa�Cure to camplefie this form In Its�en�ire�y and be rece�v�d by the Puechaslna �i�lslon no �a4er 4han 2:a0 n.m.. an the second Ct4v hus�nas� daY affer bid openin�], exclusive of ihe HI� opening dage, will resul� in the bi� being consldered non�responsive fio bld speclficatfo�ns. lii�ill y�u perfopm �his enfire c�nfract without subcontraciors? If yes, please provlde a detailed explanation ihat proves based on khe size and scope of this proJect, this is your normal business practice and provtde an o�erationa] prnfile of y�ur busEness. �I�y Of F�it 1�0ltii �u�in�s� �qui�� MIl�� p�cific�tic�ns l�il! y�u per�oem fh9s engire cc�n�r�acti wi�hau4 supplier�? � Y�� P!Q � Y�5 If yes, please provide a detaiied explanation ihat proves based an khe size and scope ot this projeck, this is your narmal business practics and provide an inventary profile af your buslness. � ND The �fferor further agrees to provide, direetly ta the Ciky upon request, complete and accurate informafion regarding actuai work performed by all su�contractors, Encluding certified MIWB�(s) on khis contract, the payment thereaf ancf any proposed changes to the original MfWB�(s) arrangements su�mit�ed with this bid. 7he 4fferor also agrees to allow an audlt andlor examinatEon of any books, reco�-ds and files held by their company that will substantiate the actual work performed by the MIWs�s on this contract, by an aufihorized offcer or employee of the City. Any intentional andlor knowing misrepresentation o"f facts will be grnunds for ierminating the contract or debarmenk from City w�rk for a pariod of nat less thar� three {3) years and far �nifiating action undar Federal, State or l.oeal laws concerning false statements Any failure to comply with this ardinance creates a aterial breach of contract and may result in a determi at n of an i espar�sible Offeror and barr,e� fram pa�c9pating In City woric for a period of time nok less than o j ear. D� � � � Authorl e � Prinled Signalure ��0 Tlkle Urban In�raconstruction Company Narne 5�6 No�h �ritain Rd Addresa Irving TX, 7�061 cicyistaterzi� Anup iamrakar Cantact Narne (if different� Phone Numbsr Fax Number Anup� U rbaniconstruc�.com Email Address 8/29/2022 oate Buslness Equlty Divisian Rev. 3l13l2022 Email; DVII�_BEQ�ce@fortworthtsxas.gov Phone: � - I� `,--�� k �� iiinor�i�y �usines� �nterpris� (flli��) Urban In�raco�struction, �� TJr1b�n I�fr�c�nstr�u�t��n� ]L�C has fEled with tha Agency an Affidavit as defnad by NGTRCA Mlnority Businass Enterprise (MB�} Pollcles 8� F'rocedures and is hereby certifled to provide service{s) in the follawing areas; NAlCS �3�3'ID: �DNCR�i� ��►VING (I,E., Hl�k�l�llAY, R�A�, SiR��Ts ��BL�IC SI�1�dNA�K) I!!�►IC5 �3�11Q: FO�IIt��'ION, �UILDI��, �D�lrg,�9 GpidCr��TE, CD�li'Reo►CiOR� NAI�S ��899t1: GOidCR�Y� �I�VINf�, R��IDEA�iI�,� AINk� COf1AM�RCIAE. 9RtV�VlIAY AIV� �ARKINC A��► This Certlficafion corr�men�es November 10, 2020 and supersedes any reg€stratlon ar listing preuiously issued. Thls certificatic�n must be updated every kwo years by submissian of an Annual Update Affidavit. At any t9rr3e tl�ere is a change I� ovyrnershlp, ootttrol of the firm or operatian, notlf[cation must be made immedlatefy to the North Central Texas Regional Cerkiflcation Agency for eliglbElliy evaluafian. Certificatian Expirakion: November 3a, 2022 Issued Date; Novemb�r 1Q, 2�20 C�RTIFICATION NO. IMMB53fi45N112� ��CJ�-� Certificatio� Administrator G�-�o�7 �a�e ��es 7C�C�S �'AG�E ]LE]E'�' �1�TEl�T'�'IOl�T�]LY �]L�.l�T][� 2Q23 CONCRTE R�STORATION C�NTRACT 3 City Projec# No. 104182 Z013 PR�VAILING WAGE RA�"�S [Hea�y and Highway Construction Projectsj CLASSIFICATION DESCRIPTION Asphalt Distributor Dperator Asphalt Paving Machine Operator Asphalt Ralcer Broom or 5weeper Operator Concrete Finisher, Paving and Structures Concrete Paverr3ent Finishing Machine Operator Gnntrete Saw Operator Crane Dperator, Hydraulic 80 tpns ar less Crane Operator, Lattice Boom 80 Tons ar Less Crane Operator, Lattice Bovm Over 80 Tons Crawler Tractor Operator Electrlciar� Excavatar Operator, 50,0�� pounds or less Excavator Operatar, O�er SO,DOD pounds Flagger Form Buifder/Setter, 5tructures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation orill Operator, Trucic Mounted Frvnt �nd Lvader Operatar, 3 CY or �.�ss Front End Loader Operator, Over 3 CY Laborer, Common Laborer, Utility Loacfer/Backhae Operator Mecf�anic Milling Machine �perator Motar Grader Operator, Fine Grade Motor Grader Operator, Rough Off Road Hauler Pa�ement Marking Machine Operator Pipelay�r Reclaimer/pul�erizer Operator Reinfarcing Steel Worker Raller Operator, Asphalt Raller O�era#or, Other 5craper Operator Servicer Small Slipform Machine Operator Spreader Box Operatar Truck ari�er Lowboy-F[oat Truck Driver Transit-Mix Truck driver, Single Axle Truck Rriver, Single or Tandem Axle Dump Truck Truck Driver, 7andem Axf� Tracior with Semi Trailer Welder Wark Zone Barricad� Servicer Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.�9 11.74 14.12 1f .05 14.4$ �.8.1� 17.Z7 20.52 14.07 19.80 17.19 16.99 �o.as 13,$� 13.16 17.99 21.07 13.69 �.�4.72 10.72 1232 15.18 17.68 14.32 �.7.1.9 16.02 12.25 13.63 13.24 11.�1 16.18 13.08 1151 12.96 14.58 15.96 14.7� 16. z4 14.14 12.31 12.62 12.$b i4.s4 11,6$ The Davls-Bacon Act prevailing wage rates shown for HeaWy and Highway constructivn projects were deterrriined by the United States Departmen# of Labor and current as of September 2013. The titles and descriptlons for the classifications listed are detailed in the AGC of Texas' Standard Jab Classifications and Descriptions for Highway, Heavy, Utilities, and lndustrial Construction In Texas. Page 1 af 1 �I�a�e� G��e�� Tote� TI�IS PA�]E I,E�"I` Yl�T'�']CI�'I'��NA]C.I,� �I,.t�N]C� 2023 CONCRETE RESTORATION CONTRAC�' 3 City Project No. 104182 General llTotes Division Ol — General Requirements G�neral: 1. The Contractor shall be responsible for locating all utilities, w�lether public or privaie, prior ta excavation. Tlae i��£armafion and data shown with ��espect tQ existing underground facilities at or contiguous to the site is approximate and based an infarmation furnislied by irhe owners of such ua2derground fa�ilitias or an physical appurtenances observed in the field. The City and Enginaer shall not be responsible for the accuracy or completeness of any sucl� inf�rmation ot• data. Tl�e Contractor shaIl have iull responsibility for reviewing and cliecking all such information or data, %r locating all underground facilities, for coordination of the work with the owners of such underground facilities during construction and for the safety and pro�e�tion �liereof and repairing any dazrzage Yhereto resulting frarn the Work. This Work shall be considered as a subsidiary item af Vilork, the cost of w�icl� shall be includ�d in the price bid in the Propasal for various bid items. Tl�e Contractar shall notify any affected owners (utility companies) or agencies iz� writing at least 48 hours prior to canstructian. a. Notify TEXAS S 1 l(�-800-DIG-TESS or www.texas&I I.org) fo �ocate existing utilities p��ior to co:nstruction. 6. Caution! Buried eleetric lines �nay e�st aloug this project. Contact elactrical providers 4$ hours prior to excavatiou : 2 3. A OII�COR Will Riegler 817-215-6707 • Tri Caunry Kevon Moaney 817-iS2-$1b0 c. Caution! Buried gas lines may exist along this project. Contact Atmos Energy 48 hours prior to excavation, and within two {2) hours of encountering a gas line (John Crane: 8.17-.207-2845) d. Cautionl Buried communacatian cables may exist along tl�is project. Contact cornmunication co�npai�ies 4$ hours prior to excavation: � Spectrum/Cha�ter Cammunication Sherri Trahan 817-271-8108 + �iT&T Gar�y Tilory 817-338-6202 � One Saurce Communications Je�erray Hegwaod 817-745-2243 e. Caution! When doing work �vithin 200 feet of any signalized 'u�tersection, the Contractor shall notiiy Traffic Management Division of City of Fort Wortl� T/PW, 72 hours prior to excavation (Kqs�senz Ell�halil: 817-392-8742). The Contraator shall proiect existing signal hardwace, ground boxes, detection loaps, and underground conduit at signalized iz�tersectioi�s. Any damages at signalized intersections shall be replaced atthe expense af the Contractor. The Contractor shall contact the City af 817-392-8100 to perform conduit Iine locates at signalized intersections 72 hours prior to commencing work at tl�e interseetion. f. The Contractor shaIl natify tlie City of Fort Warth Project Managar 48 hours prior to tlie start of a��y ex.cavation (Tariqul Islam: 817-392-24$� Contractor's pei•sonnel shaIl have identifying clothing, hats ar badges at all iim�s which identify the Contractor's narne, logo or company. Protect cancrete curb and gutter, driveways, and sidewalks that are not designated for removaI. R�moval and replacement of these items shall be as designated in tl�e drawings. CITY OF FORT WORTII 2023 CONCi2�'PE RESTORATION CONTRACT 3 STAN�AftD COIVSTRUCTIdN GENEi2AL NOTES City Project Num6er 104i82 Version Release Decembar 18, 2017 Division 3� — Exterior Improvements Generai: l. At locations where the curb and gutter are to �e replaced, the Contractor shal! assume all responsibility for the re-establishment of existing street and gutter grades. Establishment of grades shall be considered as a subsidiary itenn of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. 2. All driveways, which are open cut, shall have at least a temporary driving surface at the end af each ciay. The temporazy surface s4�all be considered as a subsidiary itenr� of Work. The cost af which sliall be incl�.ded in the priee bid in the Proposal for various bid items, Bike Lanes and Shared Pavemient Markings: 1. Proposed �ike lanes should maintain a minirnum efFective width of 4 feet (measured from edge af gutter to center of stripe}. 2. Bicycle pavement markings should be located 20 feet from the curb return, stop bar, or cross walk (whiche�er is applicable) unless denoted otherwise in the drawings. 3. Combined width of bike lane and on-s�reet parking should not be iess than 13 Eeet. 4. Iitravel lane is greater than 14 feet wide, shared pavement markings shall be placed 4 feet from face of curb or edge of on-sireet parking (whichever is applicable). 5. If iravel lane is less than or equal to 14 feet wide, shared paveme�t markings shall ae pIaced in the middle of the travel lane. 3. Bike �ane symbol, arrow, and shared pavement markings should be repeated at the begiruiing of each intersection. 4. On uninterrupted sec�ians of roadway, bike lane symbol and arrow should not be spaced more than 330 feet apart and shared pavement markings should not be spaced more than 250 %et apart. S. Bike lane symboI, arrow, and shared pavemcnt markings should not be placed at private drirreways or p�tblic intersections. 6, Bike lane striping should be 4 inches soiid white, hat-applied thermoglastic unless specified otlierwise in the drawings. �ill other biice lane pavement markings shail also ba white, hot applied thermoplastic unless othervvise specified in the drawings. 7. All dimensians are from face of curb and are to center of ihe pavement marking. 8. Shared pavement markings should not be used on facilities with a postec� speed great�;r than 35 rnph. Sidewalks and Curb Ramps: 1. The curb ramp standard details are intanded to shaw typical layauts for tha construction af the curb ramps, The information shown on the standard details meet the requirements shown in the "2012 Texas Accessibility Standards" (TAS) and the "2010 ADA Standards for Accessible Design" by the Department of Justice. 2. City ofFort Worth Standard Details are only intended to indicate pay �imits for each type of ramp, the Engir�eer i� responsihIe for the develnpment and design of �e s'rdevvalk and curb ramp layaut, incluc�ing actual dimensions and slope percentages. 3. Tl�e Contractar may not make changes to the sidewalk and curb ramp layout without approval of the City. Tl�e Contractor may gropose changes tn the sidewalk and eurb ramp la�+out due to field conditions, but any proposed changes must be approved by the City. 4. Curb ramp running slopes shall not be s�eeper than 8.3°/a (12:1). Adjust curb ramp length or grade of approach sidewalks as dir�cted by the City. S. Curb ramp flare slopes sha1l iiot be steeper than 10% (I0:1) as measured along back of curb. 6. Ma�imum allowable cross slope on sidewalk and curb ramp surfaces is 2%. 7. The minimurn width of sidewalks and curb razx�ps shall b� 4 fe�t. CITY �F PORT WQRTI-I 2�23 CONCI�TE RESTOl2.ATIOt�4 CQAITRACi' 3 STANDARD COAiSTRUCTI0I�T GEI�f�RAI. NOT�S City ProjeCt Num6er 104182 Versian I2elease DecCmber 18, 2017 8. 9. 10. 11. 12. 13. Landings sF�all be pravided at the top oi curb ramps. The landing clear length shall be 5 feet minimum from the et�d of rainp. The land'zng clear vtiridth slaall be ai least as wide as the curh ramp, excluding flares. The landing shalI have a maximum slope af 2% in any direction. In alteratioz�s where tl�ere is aao ]a�lc�itag at tl�e top of the curb ramp, cUrb ramp flares shaIl be pro�ided and shall not be steeper than 8.3% (12;1}. Wllera turning is rcquired, maneuvering space at the top and bottom of curb ramps shall ba 5 feet by 5 feet rninimum. Tlxe space at the boitom shall be wholIy contain�d within the crosswalk markings and shall not project into vehicular traffic lanes. Curb ramps with returnad curbs may be used only where p�d�strians wouId normally walk across the ramp, either because the adjacent surface is planting ar other nQn-walking surface or b�cause the side apprQach is substantially obstructed. Where curb ramps are provided, crosswalk markings shall be required and ramps shall h� alignad v�ith the crosswalk. Counter slopes of adjoiiling gutters and road surfaces immediat�ly adjacent to fihe curb ra�np shall not 6e steeper than 5% (20:1) in any direction. CITY OF FORT WaRTI-I 2023 CONCRETE RCSTOI�ATIQN CONTRACT 3 STANDARD CONSTRUCTION GENERAL NOTES City Project Number 104I82 Varsion Release December 18, 2017 Divisian 33 - Utilities General: 1. For utility worlc within utility easements, once pipe or appurtenances have been installed or rehabilitated, im�nediately carr�mence temporary surface restoration. Com.plete surface restoratinn �o the owner's satisfaction within seven (7} days of work fnishing on-site. Failure to maintain surface restoration, as noted above, may result i�� suspension of vvork until restnration is complete. 2. Existing vertical deflectians and pipe slopes shown on the drawings are approxirnate and have nat baen field verified, unless otherwise noted. Rim elevations, flow lines, and horizontal locations of e�sti�g manhol�s were determined from field survey. If field conditians vazy frozn those shown on drawings Contractor shall notify City. 3. Maintain all existing �water and sewer cannections to customers iu working order at all times, except for brief interruptions in s�rvice for water and sewer services to be reinstated. In no case shall services be alla�ved to remain out of service overnight. 4. Establish and maintain a trench safety system in accordance with the excavation safety pla�i and Federal, State or local safety requirements. 5. Yro�ide and follor�w approved Con�ned Space Entry Progra.m in accordance with OSHA reyairem�nts. Confined Spaces shall include inan�oles and a11 other canfined spaces in accordance wiYh OSHA's Permit required for Confined Spaces. 6. Only City preyualifiec� Cantractars, by appropriate Water Department work category, shall he allowed to adjust valve boxes, manholes, ring 8� covers, etc. Water: 1. Provide thrust restrain� by means of restraining joints at fittangs and concrete blocking. When specifically indicatsd on the Drawings, provid� thrust restra�nt at designated joints beyond the fittings. �ach method shall be capable af thrust resiraint ir�dependent of the other system. The Contra�tor shall re%r to City Standard Details for area required to in:stall concrete blocking. 2. All ductile iron machanical joint fittings shall be restrained to pipe using r�tainer glands. 3. Praposed water mains shall have a minimum co�er of 48-inches cover above the top of pipe, unless shown ath�rwise an the drawings or details. 4. All water sarvices shalI be installed abnve storm sewers, exce�t where sl�own otherwise in tlie drawings. 5. Elevation adjustment at connections may be made with bends, ofFsets, ar joint deflections. Joint deflections sl�all not excaed �fly perc�nt (50%) of manufacturer's recammendations. b. Temporary pressure plugs required for saquencing of construction and testing of proposed water lin�s shall be considered subsidiary to the work and shall be inclucfed in the price bid in the Propasal for various bid ite�ns. SaniY.ary Sewer: 1. Verify that all conneciions to tha sanitaty sewer system are for sanitary sewer oniy. Notify Cify o� any discovered ilIicit cannections. 2. The Coniractor shall be liabie for all damages to praperties, homes, and basaments from backup, which nnay result during Yhe installati�ii oi new pipe andlor abandonment of ea�isting pipe. The Contr�ctor wiIl be allowed to open clean outs where a�ailable. The Cdntractor will be respausible for aIl cIean up assnciated with npen�ng clean outs. 3. Far all sanitary sewez• se:rvice connections at manlioles, provida a hydraulic slide in accardance with the details. CTi'Y OF FOFtT WORTH 2D23 CONCRETE RESTORATION CONTRACT 3 STANDARD CONSTEtUCT10N GENE[2AL NOTES City Projact Num6er 104182 Version Release December 18, 2017 �torrn D:raiza: 1. Maintain the e�isting storm drainag� system until the proposad sys#em is in sez•vice, Iii no case sltould the Cotltractar �eave tl�e existing storm drain ou# of service whereby runoff wouid cause dama�e to adjacent property. 2. Construct all drainage improvements from the downsi�eam end to the upsfiream end to allow continued stann drain service_ If the Contractor proposes to construct the system otherwise, th� Contractor shall submit a sequencing plan to the City for approval. 3. Take appropriate rneasures to preserve wildlife in accordance with applicable federal, state and local guidelines. CITY OF FQR� WORTH 2D23 CONCRETE RESTOR�4TlOt+� CONTRACT 3 STANDARD CpNSTRlICT1QAf GENLRAI, NOTES City Project Numbar 104182 Versian Release Decam6er 18, 2017 Division 34 - Transportation General: 1. Prior to activating traff'ic signals with new or revised signal timing, the contractor should e-mail Aziz Rahinan, Sr. �'rofessionai Engineer, at Azz.,.Ral,�nr�nict�fot-r.worthte,�as.�ov at least three (3) weeks in advance to schedule that. 2. Tf new cabinets and controllers are being installe� and the eantrollers need to be programmed and tested by City Forces; the contractoa• should detiver them to the Gity of Fart Worth, Signal Shop at SOQ1 James Ave., at least three (3) weeks in ad�ance to schedule that. 3. Unless there is a compelling reason, a new traffi� signaI will be put on ilash on Thursdays and working coIors the following Tuesday. 4. Switching �rom o1d traffic signal to a nevv one, this should h� dane on Tuesdays Qnly. 5. Notify Traffic Management Division (817-392-7738} Project Representative at least 24-hours iu advance of all concrete pours. Inspector rnust be present when concrete is placed on th� proj act site. 6. If abnlicable, ec�uipment supplied by the City will be available for pick up fi�om the Transportation/Public Works (T/PW} War�house at 5001 7ames Avenue a�idlor the ViIlage Creek Pole Yard (SQ00 MLK Freeway). Tha Project Representative must autharize all equipment pickups, '�. Design consulta.�t shall submit eleetronic file in CAD format as well as PDF (11" Y 17") of final signed and sealed plans to the City. 8. Contractor shall provide a 5-year manufacturer warranty on APS systems. The warranty documentation shalI ij�clude the start date (when material is deli�ered to job site) and the end date of the warranty and th� serial number of the equipment. Traf�c Signals: 1. The City will not ptovide traffic signal ca6inet or trafFic signal contrnller tn the Contractor. The cost forthese itezns must be included in the Ci#y project budget, or far all privately funded projects, the cost must be included in the bid package for purchase from the vendor. 2. Tha CQntractor shall provicie all materials naeded to eonstrUct a fully operatianal fraffic signal as called out for in the plans and speeifications. 3. All existit�g signal equipment shall remain in place and operating until new �quipment is in pIace and ready to operate. 4. The Contractor is responsible for Iaauling and properly dispQsing of salvaged material from the job site to a disposal site of their choosing. The Contractor will not be allowed to drop off salvaged materials at the City yards. Foundations: CITY OF FORT WORTH 2O23 CONCRET� RHSTOI�ATION CONTRACT 3 STANQARD CONSTRUCTION GENEItAL NOTES City Project Num6er 1D4182 Version Release December 18, 2017 1. Dimensions shown on plans for locations of signa! fou�idations, conduit, a.nd other items may vary in arder to meet 1oca1 condztions. All lacations of foundations, conduit, and ground boxes shaIl be approved �y the Traffic 5i�;na� Inspector or the City Engineer. 2. Contractor s�all contact the Ciiy iraf�c signal inspector prior to pauring cabinet %undatioil to be sure that template and bolt patterns are correct for type of cabinet being supplied, Fouttdation shall be installed per Ciiy Specz�"icai:ion and City Detail. 3. Pier Foundations sltal! be pourEd togetlzer in ane piece. 4. No signal pales s13aI1 be pIaced on foundatio��s prior to five {5) calendar days following pouring of concrete. S. Cotltractor shall clean up aX�d remove all loose tnat�rial resulting ii-om construction o�erations each day prior to the work is being suspended. 6. Cantraller cabinat cancrete apron shall be subsidiary to the bid item for the controller cahinet %undation. Cabinet foundation and apron s1�aIl be poured together in one piece. Contraller and Cabinet: 1. Cont:racior sllal] install controller cabinet and connact all associated field wiring. �. City wiIl install signaI timin� and program controller. Conduit: 1. A continuous graunded system shall be pravided in PVC conduit by running 1-#8 bare copper wire in conduit between foundations and grounding at eacli fouiidation g�•ound rad. 2. �111 condUits shaIl be Schedule $0 P�C. 3. Electrical service sl�all be installed per City Specifications and City DetaiI i:n saparate 2" canduit froin th� metei• to the signal cabinet. Signal Heads: l. Ali sigfial heads sha11 be McCainT'", EconoliteTM, or approved equivalent style and dimensions. 2. All signal I�eads sliall b� covered wi�h burlap or other approved material from the time of installation utttiI the signal is placed in operatioil. 3. All signal head attachments shall be c�eszgned such t11at tha wiring ta each signal head shall pass irom the mast arm through a rain tight connector to the signal head bracing or attachm�nt hardware to tk�e signal head. A small amaunt af �xposed signal cable shall form a drip loop. 4. All LED signal indications shall be General Electric (GE) GelcareTM or equivaIent and shall meet the latest ITE sta.t�dards. S. Signal heads (all displays} and pedestrian Walk and Don't Walk I��ads with countdown displays shall have LED inserts. 6. Clam-Shall mounting assemblies shall be used %r pedestrian indications. CITY OF FORT WORTH 2O23 CONCRETE RE5TpRATIpN CONTRACT 3 STANDARD CONSTRUCTION GEN�RAL NOTES City Praject [�fumber 104 L$2 Versipn Release December 18, 2017 7. All LED signals shall be of Lhe incandescent appearance. 8. AII signal heads �hall have black aluminum, louvered, single piece back plates eompatible with McCainT"�, EconaliteTM, ar approved equivalent sigr�ai head housiiigs. Traffie Signs and Pavernent Marlcings: 1. All traff'ic sig�s and mounting liardware shown on the plans wi�l be fi�rnished and insiailed by the contractor including the metro street name signs. The contractor shall provide a detail sheet for the tnetro street name signs with block numbars to the City %r approval prior to fabrication and installation. 2. Existing stog signs and posts will be �•e�rr.oved by the contracior up�n, or beiore, the signal turn-on. Detection System: 1. The Contractor shall furnish and install the IterisT"� Vaniage V�ctar Hybrid Deteetion System and cable. 2. Ti�e Coniracfior shall install, aim and program al1 detectors as per City Standard Specifications and City DetaiIs. 3. The Contractor sha1I refer to and City Standard Details and project plans %r detection zones placement. Emergency Vehicle Preemption Equipment (EVP): I. The Cantractor si�all furnish and install the OpticomTM EVP (detectors, cable, and discriminator units}. 2. The Contractor shal! install the EVP detectors on the mast arm as shown on the plans and appropriate Ciiy Detai�, and run one continuous EVP cable fram ihe detector to the cabinet. Installation of the EVP sysfism wilI be paid far per �id iter�a. Accessible Pedestria� Si�nal (APS): 1. APS units with audibl� m�ssage shall he installed on all TxDOT locations or at the direcfion ofthe City Engineer. 2. APS units shall comply with ttte latest version of the Texas Manual on Uniform Traf�ic Control Devices {TMLTTCD). 3. APS units shall be installed per Cit� Standard Specification and City Detail. Battery Backup: 1. If called out for in the plans, battery backup units supplied shaIl comply with the City Standard Specifiaations. Installatian shall be completed per City Standard Specifcations and City Detail. Traffic Control: 1. The Contractor shall submit a Work Sched��e, Traf�c Control P1an, and acquire a Development Permit from Development Departtnent, at 200 Texas Street. Cantact Chuck McLur� {817-392- 7219). GITY �F FORT WDRTH 2O23 CONCR�TB R�STORATION CONTRACT 3 STANI]ARb COI�€STRUCTIaT] GENERAL NOTES City Project idumher 1 D4182 Version Release Becember i8, 201'7 2. The Contractor shall be responsible for the safety of pedestrians and motorists in the area of the trafFic signal construction site. 3. Roac�s and streets shall be kept open to traffic at al] times. Contractor shall arrange consl��uotion sn as ta clase or�1y one lane of a roadway at a time. 4. All construc�ion operations shaIl b� conducted to pravide minimal interference to traffic. All Y�•affic signal equi�amen# installations shall be arranged so as to permit continuous mo�ement of trafFic in all directians at a]l times. 5. Contractor shaIl be responsible for any signage necessary during constri�cfiion. 6, Unless otherwise notad, it is the contractor's responsibility to ensure that signal indications and timing are adjusted and maintained to ensure safety in worlc zon� at all tim�s. 7. Any traffc signal modifications during construction are subsidiary to ri•affic eontrol pIan (TCP) pay item. 8. Any traffic signal modifications should hs in compliance with the Iatest �version of the Texas ManUal o�� Uniform Traff'ic Control Devices (TMUTCD) and the City of Fort Worth Standards. 9. The contractar shall s��bmit �any proposed traffic signal modifications to the Traffic 5ignal Section for their approval ien (10) days prior to any changes. Electric 5ervice: 1. Ins#all tlie required alectric services and obfain an electrica] se�rvice permit n1 each iiistance, cost of which wiIl be paid by tl�e Contractor. 2. Tha electrical service shalI be 100 amps with 120/2�0 voltage branch circuit and shall comply with City Standard Speciiications and City Details as applicable per pla�s. Luminaires: 1. The City will not fiirnish �uminaire material to tl�e contractor. The Contractor shall fitrnish aud install LED luminaires for traffic signaIs in accordance with the latest City Standard Specifications, City Details, and pl��s. 2. AIl new streetlight pole types shall match those of the surrounding area of For� Worth for whicl� they are bei�.g ins�alled in. Contact the City Traffic Management, 5treet Ligl�t Sec#ion at {817) 392- 7738 far direction on light pole types allorved axeas. The same poles shall be consistently used throu�hQut suhdivisions. C1TY OF FORT WORTH 2O23 COAICR�T� RESTORATIC}N CQI�ITI�ACT 3 STAI*�DARD CONSTRIJCTION GEIJERAL NOTES City Project Numher 1Q4182 Version i2elease Becember l8, 2017 SI)�lo�� a�d[�,rd Cons�r�uc��n ]De��s �'�[�S �PA��E ]L�E�"rI' �l��El�T'�'I�l�TA�L��' ��Al�� 2023 CONCREiE RESTORRTION CONTRACT 3 City Project Na. 104182 4` � 4�� 6�� _a r �� 3" � 4� a�„ _ P�°�p��t �Q�� dl� � _ 1 1„ ti 2 �_ 1,� 4 � 3" � 1" f 3�� i2,� � ��I'1�i"aC�OC" 1�, z�„- �� '_ �„ 12 i2�� — Qu�stions on this Projecfi Call: � —�„ i2" —" (817} 392 - XXXX i — 1" i2� -- Aft�r Hours Call: �� } 39� � XXXX ; 1 •.' �— 22 � f LR�" TYP. 1" TYP. � FDiVTS: FORT WORTH LOGO [IV CHE�TII�GHAM BOLD A�L OTI�EFi L�TT�RING IN ARCAL BOLU CO LOItS: FORT WORTN - PMS 288 - BLUE LONGHORN LOGO - PMS T25 - BRDWN LETi�RINC - Ph�IS 288 - BLUE BACKGROUND - WHITE BQR.D�R - BLUE NO�ES: IF AppLICABL,E TO TH� PROJECT, CONTRACTOR SHALL OBTAIN VINYL STIGK�iZ "C1TY GA5 LEASE REVENUE IN ACTION" � LOGO AT CDR SIGN ANp ENGRAVING, 6391 EAST LANCASTER AVE (817-451-4884), P�ELANR PLAC� IN FUNDING S�CTION. PF�OJECT D�SI(�[VAiION SICN CIiY O� �a�� W��H - G�iVSTRUCTION STAfVDARD DRAWING NQ. 1- H I DATE: NpiES 70 €J�SIGNER: 1, FILL IN BLANKS AN�/ OR VERIFY ALL TEXTS IN 9LUE. SILlCQNE JDINT SEALANT POLYETHYLENE BOND BREAKER TAPE F�RME� GROOVE ROUN�ED TO Y4' RADIUS � �p �/ �X .: , .�. ''�`•_ � /1,,.�,- �.;, , . - - '- �;.x:.:.:: . i . r, .,Q. +.�.; . .'� " , '•.r'• � . � . y i•. s' •.a . b''.T'a ' I-' _�l .'�,�y'.'s�.'�••+•. � y� _ ��. ' RE�WOOD ,'�, .',. : - ' : � _ : z; EXPAN S[aN • E ' �• '•'" FILLER .�� 5 .�` : '� � ¢�_ �' r . =:.� � � �,:. _ _ :a . a . 4� � . _ . . •' : . . - / : IIOWEI. , � ' - - �' SUPF'ORT . . � : y . . • � BASK�1 ' •�ar4�. � ._ �_r�.�,•,:''\—�XX SMOnTH - � dOWEL •' � • p'1"�,� �C� . � ' P � . . �: �'� �� [%�� C1TY OF FORT WORTH, TEXAS ��]W�O� ��eNSI�N J�IN� ��YAIL i�EV15ED: 0$-31-2012 32 � � � 3��17 �O��r �� T 6 � T/4 FORME� GROOVE ROUid�ED TO Y4" RADIUS � y�� I� SlLICQNE JOINT SEALANT • Y `-7�-� �'•-�' • . " ' � k. ': ":�- 1 1. y ".�,':::.�:� � . , . j'+ �-.'" a ': I+�'k• ��=�.� ,-�:� :•i�-:::;i : . -' ;'. ; , ` SAWED JDIi�lT FACE . ': .-.1.. _�� . ';::• %•d'• ' � � .I%iii.•�:i• •4'•. '_ A�}'. '. �\/I/,� �Y ••�� 1• �� ~� �" DIA. CLOSE� CELL ^ y ,. —� : ��••.' •: •"�'•'�'`,.:;� � ": •:::. EXPAN�ED �!' ��a �'•+�� •.':�+�;..'�•"d• POLYETHYLENE FOAM '`• '�' a'' ��' •'. .. •.. .. ` • BACKER ROd �• . .' �; ..�; ,r '. 4:; ��. d'�'.'4i.Mr._• �.. '{ :.,. . �� •A�� v� � .. . � •1•.•' �. �a � f.�+R•:. �� . ' .ff'�k.� � , !'�. •�' �.j ,. •:�.. _1 . • , ��., A� '� • a±A +t�; . • . . ..t �:y`';�: �q�� ";�." i. `. l...•�.. :.�,,. •;a : ,.. a"..._._ - CITY OF �ORT IIVORTH, TEXAS _ R�VIS�p;-08-31-2012 S�►VN�� JOl�li ��i�+l� �� 3-D��i � y� '7CC IVV�G L X' STANDARD w�ni � en�ts w L s�o�ww.x— A — ia• o.c.e.�r. ��r+. S _ � R.o.w. / ; i i i � I I z¢ REINFDRCE 6" � z� I I }�—""'� �� DRIVE W/,�3 j �� I I ��D.rAIAIY JOINT� 6�° BARS O 18" ] � �° � I I ��AC�Nt � o o O.C.B.W. I o� I I I I N I I � I I � STD. CURB SAWED DIJMMYJ, I & GUTTER S J J�INT PER � ` EXPAN516N JOINT TT R pER 32 f3 13-D513 'ps � 32 1313-516 � �. � e� � SEE � NOTE 3 J ' � GUTTER - i , I /////,//////// //////%/////X EXPAN510N d0lNT SEE � /� 24' BLOCKOUT FROM PER 32 13 13-�513 NOTE 5 BACK OF CllRB FOR �---10'-0' �IIN. SINt�E D1Mi. � DR3VEWAY APPROACH 17'-a' MlN. DOUBI.E �Wlf. SEE NOTE 5 20`-0" MlN. SINGLE DMh'. 27'-0" MIlV. ROl]BLE DWY. �� I PLAN VIEVII DftiVEWAY PAY LIMI'T ` - pARKWAY 1MkD7s i � _ - — 24" — , . .. SAWE� aUM#AY �OINT SLOCKQUT _�� PER 32 13 73-518 o SEE NOTE 8 R�INFORCE 6" DRIVE 9 3 2" — W/�3 BARS � 18" � � g' — � 0.5� (MIN.) O.C.B.W. � NOTE 5 �� Y" FER (MIN. d BAGK DF 2� MAX 12�FT. �� 4F 7HE CURB � , : s- ` ; :. . . — — — — — �A2L, =1E� IN 7i-]E � 8" r: . .. '9:_ ::�`' �i:. .�.�� .n;.: •�--� �� - - _ . r\ : �' � q�r. - - _ �PROpOSm ASPHALT PAVING PER TYPIC4L R6ADWAY �ECII� } _—_E I i—t I f--�-_., , I ._....k� ., . . ' }:.- ` _ ' �.. - „ — -- . + �� _ ��.. i � i ,�III—i��," •,.. �•: ;: -.�. ;-..�-� r..:.�„�-:!�� , ,,- .—T —��, _�' �''_. ''•�.„ .'�'y,. a, ..:E7;'-'F� • ' ',,+Y3: :: } SEE NOTE 2 LSEE ROTE 4 f ��•;� ,•:.,• CONSTRUCTION J01NT OOAiIPACI'EC J '�s`:'`.�.o'.::w.'•'�7:•: - .. . _ -- � . , . PER 32 '3 73-D511 SUBi�Itlh�E PER � Z. ��_ 7R 32 13 f 3-0512 s�cr�ori �2 �3 20 ,� � m sraBiu�o s�sc�Aa� � � PER PAYfNG TYPICAL m � SECrQN SECTION A-A T�� - ' �. � �� .•' w'a . �:: � +�' I �.1.4� { 1i4.:"y'. . A� ..w Y&. ... � x . . � �'�`li�`�I �'��.�_-�.-�l1,�i � ' T� s �i ,y4 x 24' SMOQTH J [}OWEL � 18" O.C. 12� COMPACTE� DOWEL Ct SIJBGRAaE PER W/ GRE SECl10N 32 13 20 DRlVEWAY EXPANSl01 �!4 x 20' SMOOTH — DCPAN DOHIEL � 18" O.C. DOWEL INTQ EXISTING �'� 3 PAVEMENT tY4" c�a� EXIS11�fG CONCRETE� DR1VE/SfDEWALK 2" M I ' � 'r'� � - - - = �"�,l`:' _ ., y �•:•;::.;: .::: - � "-:-: :-:-::�:�:�:�:�:�:•:. •..... ��'�: :�:�:•:•��:�:�:�'�:�:�:�:�: �-:-::, L� I�,� I,�"'",�rT;� I i�,11�J�; ,�r I r,�, i-�r,�� 6� COMPACTE� �f1N SUBGRq�E P5R SECTiDN 32 t3 20 BAR ST6P DRIVEWAY EXPANSION CON57 (BETWEEN EXIST & � �� r�+Q�i r+�— rr.T� � n r� etiv6 0�-i—v n r+ � 'I. P�20UIDE 9" HMAC TRANSITION FOR CURB RAMP TlE IhfTO D(ISTING ASPFiALT PAVE1UE�f�t�T'. FiMAC TRANSI'�'ION SUBSIC?IARY TO CURB RAMR CONSTRUCTEON. HMAC TfiANSITION REQUIRED BEYOAfD 9" HMAC iRANSITION PA�Q PER TON PEFt SECT�ON 32 12 96- s" cuR6 j (A5 REQUIREQ)� � �� IAAITS OF PAYMENT I FOR RAMP � I I EXPANStON JOINT TURlUING 5 � (7YP,� (5' X 5' M ' i �� i ' 1, ' ! RAMP S[D�WALK c�,i � � N¢ 12:1 MAX. � � 20: � MIN. , 1 �, � '•v iv w �v 'f j �f/ �I 1I/ �!/ .!� LS�� __ � � � � � �� y �� FaeE aF cuRe � HON—WALKII�G SURFACE y � v �! a � � � � � NON—WAi.ItING SURFACE 2% _ �� t�iAX. �, � � EXPANSION JOINT �/' (TYP.) ---- � FACE OF CUl26 --� � 2� � - MAX. ' � W a � � � 6" CURB ¢ T � (AS REQUIRED� �..o jy �N , � I� �� l- • a+aas ♦ yy{;y+� ♦ a"�'�b,` .'��a'�' i;i�L4i $.4 i i i i i �+i+i+i+ � � +'++++++++ / �� +++++ � � +++++ � +++++ �'+'+'+'+' / +*+*,a�*+*,* / ++++++++x�+ fi / �++++{+ + � + + / s^ cu�e (AS REQUiRE�) i' FiA�lUS 1' RADIUS DETeCTABLE WARNING SURFACE PER 32 i3 2d—�545 a F��a�� CITY OF F�RT WORTH, TEXAS REVISED: 08-31-2D12 I �� TY�E I�-�l I�E��C3EiV�1�4L ��iE1�S�CiI��! �,2 � 3 ��-�535 5' M1N. LAN€71NG 27' MAX. CURB RA�fP CURS RAMP 72:1 MAX. SLOPE SECTION A—A COZINTER SLOPE aF SURFACES ADJACENT TO CURB RAMPS � - FA�E OF CUR6 AOJOINING SURFACE M�kXIMUM SLOPE zo:� EXP�AN510N JOIPJT �� 51DEWALK TRANSITION c�.� � A ,'�. NOTES TO DE51G3JER: � \�� 1. 201'6�� G��LY Y.":i THE MASTER THQROWGFfFARE PLAN AbOP'IED ��AY � -� 2.PROVlDE 9" HMAC Tl�ANSfTION FOR CURB RAMP T1E � LANDING INTO IXISTING ASPFiA�T PAVEMENT. MMAC TRANSlTIRN � (5' x 5' MIN.) SUBSIDIARY T� CLiRB RAMP CQNSTRUCTION. HMAC � TRANSRION REQLIlRED B�l'ONd 9" HhAAC TI�,4IVSITION L1MI75 OF PAYMENT PAID PER 7ON PER 5�C71d�132 i2 96. F6R RAMP � �% �� 51bEWALK TRANS]T]ON �i� �T�•7 6� t EXPAN510N JOINT LANtiING (TYp_) � (5' X 5' M[N.} SIDEWALK N a � ' � w w � y � W � � W W � � W � � � �, � � w � � � .F. .I. .�� _1.- I i� ' 1 Ir , 1, �� ' � J� � I ?g � :; � � ; f Y �! # i �Z Y � ; t+�r �t� �: t a # s� # n ��i *# � ♦ �v'�� # i P�" ' 4 ' M •; i� �� r� �� r� �� 1�/�, ��P�„ a � � 3 �oN—wn�KiNc o ' � y SURFACE N � � 29' � MAX. � �� J� �L FACE 0� CliR6 � � � � �v .� �-� i i ` Q � Q o k � Q � g� d ��-, p �� . ! �� . •�. r rz.RA�ra ti � � .* Y ;� � ?p. � '�qk � f ., ;�. - � Mi,y , . *"� • � K� � q . � �µ � � r*xf ��~ / � r� . * ' �' . � b�'� � DETECTABLE WAftNING SUF2FACE (TYP.) ClTY DF FORT WORTH, TEXAS �Y�E !�-1 l�#��Ahl Al��'��QAL ��1�`�ERS�EC�OQ� REl/I SED: 07-28-2016 32 '� 3 ��-�53�a � � N8iE5 TD DE5IGN�R 3. DE5lGNER Ta COM�LY WITH THE �IA5TER 7FIOROUGHFARE PLAN Ab�pTECf �9AY 2018. 2_ PRpVI�E 9" HNWC i"RANS[TION FOR CllRB RAM� TIE INTO IXIS7[I�G ASPFfAL7 PAVEMENT. }�MAC TRANSITION 5UBSIDIARY T� CURB RAMP CONSTRUC7fOA[. HMAC FRANSITION REQUIRED BEYaND 9" NMAC TRANSI110N PA1D PER TON P�R SECTIDN 32 1216. EXPANSION JOINT (TYP.} �➢ �_�------ � LAN�ING , 0 (5' X 5' MIN.) sroEwauc N a � ,� 0 � � WALK1�iG SURFACE� X aa� � aTr N N r".'r"a'.'.'.'.'r".' + r a+ a a a a a< * .. ,. + ,. .. ,. .. ,. � +....�..... ,..��..�.�. +...+..+.. 51DEWALK TRANSITION ��•� '— j EXPAN510N JOINT ; (ll'P.} j�, � N � SIdEWALK � � . 1 DETECTABLE WARNING SURFACE PER 32 13 24-Q545 10:1 MAX. LIMITS OF PAl'3✓EN7 FQR RAMP u I � �� CURB 5' CURB lRAN51710N - MIN. TRANSITION FACE OF C11�9 F��TH� C1TY OF FOR7 WORTH, TEXAS �YPE IAPI-1 IAP��-BLOCl� �►�� oD�V1�A�l� AD.D�►CE�➢i' �'C�'�ALK��V(� S��ACE� �visEo: o�-zs-za�� , 32 'll � 2�-�537 � Gl�tl�`�l�l�:��th;;3:� 1. DESIGNER T� CUMPLY WITH �HE MASTER 1'HdROUGHFARE PLAPf AD�PTED MAY 2U16. 2. PROVIDE 9" HMAC TRANSITI�N FOR CllRB RAAAP TIE iNTb IX15TING ASPHAL7 i�AVEMENT. NMAC TRANSITIO�! SUB51DlARY TO CURB RAMP CONSTRUCTION. NMAC TRANSIT[ON REQUIRED BEYOND 9" HMAC TRANSITION PAID PER TON PER SECTION 32 9216. LIMITS OF PAYMENT FDR RA�AP 6" �URB (A5 REQUIRED) SIDEWALK 7RAN51TIO�f _ (TYP. ) ____-----�� -----______ EXPANSION JQ4NT � EXPANSIOtJ JOINT (-fyp,) � / � (-FYP.) �� 6 � LANDING ( � Q RAMP . (5' X 5' MIN.) = RAMP I X SIDEINALK N¢ � 72:1 MAX. 121 MAX. f N¢ SlDEWALK � � 2�:1 MfN_ ZQ:1 MIN. I � i � I �f.r V� � .l� yi• J� �Es .l. .�. .i.�--y — S--y—� c�� y�P —�L �I/ �l. .[. .li .�. NON—WALISING � � � � � � O � � � � y y Sl1RFACE � �L � �L �L �Y � :+�.'.'.'.'.`.`.*.'+*� Jk Ji � �Y � J� �L �{/ �/ �J �i/ � `IL '�'�+��+��t�i++�+i� � ------+ + � � � J� y •L .E. . — DETECTABLE WARNING � 5� SURFAC� I = - � PER 32 13 24—a545 �%��N•) � 6" CUR8 FACE OF CURB (AS REQL3IRED) �p.�e �� CITY OF FORT WORTH, TEXAS REVISED: 07-28-2Q16 il�l �I �� -� �I�-��.��.� �� Q�� ►�J�C�E�VT TO ��-VVi�LI�CQ�IG S�JI�IFAC�E� 3� '13 2�-D�3� . � 1 1 � NdTES: 1. UMITS OF PAYMENT FOR RAMP INCLLlOES THE CONCREIE GUTTcR WIDTH ALONG THE RAMP 0?ENING. 2 WHEN A�JACENT TO CONCRETE PAN�EMENT, TFiE RAMP WIbTH. CURB TRANSITfON. AND LAI+[DING LIMITS SHRlL BE QOWELE� INT� THE CURB AND PAVEMENT WITH #3 SARS (12" LONG ON 18" CENTERS). TliE C05T DF THE �OWcLlNG SHALL BE SUHSIRIARY TO THE C05T OF THE CURB RAMP. 3. VALVE 80XE5/CLEANOUTS ARE �fOT TO BE PLACED lN RAMP AREA. 4. IF THE �[STANCE FROM THE END OF THE RAMP T� THE BACK OF CLiRB 15 GREAIER 1HAN 5 FEET, DETECTABLE WARNING SURFACE SHALL BE PLACED ON THE LOWER LANbENG Ai THE BACK OF CURB AND RU�E THE ENi1RE LENGTH OF THE OPENING. SLOPE TO BE 2S5 MAX. ]N ALL DIRECTfONS. PEQTFS TD !3E51GNER; 1. AESIQN�R TO CO1rIPLY WITH THE irlASTER 7H�VUG�-irAR� PLAN ADQPTED MAY 2016. 4' MIN. _ I � � HOH WALKWG � suRFncE � � .,_ W i � � z v � � � �, � 6' CURB FACE DF � CURB LIMfTS OF PAYMENT FOR RAMP . � 1' RAD[US � .l�+i+�+*+�+ � `� DE7ECTABLE WARNING SURFACE Q I ••'+**% PER 32 13 20-a545 y �.�. .� �,j,� w I a�t�� I �;� � � - � 5EE NOTES t & 2 � y i J 3 Sf�EWALK o � TRRNSIITON � � (��) 2� MAX. - `�'' I� � � � � W I i il � � LANDING �I EXPANSIdN JOfNT I {5' X 5' MIN.) I� �� ) � v�� I � `-.i- s" cuRa I •I (AS i2EQUIRED) � "Z � � � I� ¢ �� ,�/ � N� � DETECTABLE WARNING "TN SIiRFACE OPTIONAL LOCATION I , I� � � I + � ++� +.. ,... �+.++;,; • ,i _ � — 13 � I i�i;i+i+#.j� ++ ++++ i}++i� _ _ _ - �� / / I I 5' MIN. RAMP N7D7H � T�%y r�a CITY O� FORT WORTH, TEXAS �ry �X�E �-1 ��RPEIN�IC��►F� CLD�� '�'►nA� REVISED: D4-13-2021 �� '� � 2�-�5�� 5' M3N. i i PROVIDE 9" HhAAC TRAIVSfTION FOR CURB RAMP TIE INTp IXISTING AS�[-iALT PAVEMEi�Ii'. HMAC TRANSI7'fON SUBS[DIARY TO CURB RAMP COlVSTRUCTION. F}MAC TRAhlSfilON REQUfRE� BEYOND 9" H�AAC TRANSfTION PAig PER TON PER SECTIOf�I 3212 46. Y I I � � � r FACE OF CURB 2% � MAX. r�_...�..�---� � �, ! s EXPA�iSION JdINT I LAN�I�iG � {'1"YF'.} i (5' X 5' M3N.) i �� I s" cuRe j �— (AS REQUIRED) I � � �� I z 0 � � I m F ! '' � N I � z DE7EC7ABLE WARNIP4G SURFACE � � � a PER 32 13 20—D545 • - • • - - - ' I � . ' a " � a , . . a � , � ��a�>�3.� I ��3�3aa ...��.�..�a.� ! •�'�'�'t'a'�'>'�'.'., � , I♦ a a a a a a a a a i � i NOTE: � j, � 1. IF THE DISTA�iCE FROM T�1E ENp f rr !r j OF 7HE RAMP TO THE BACK OF CURB 15 GREAT�R THAN 5 FEET, � Q �� r %� pETECTABLE WARNING SURFACf / ` L�N�I�'S OF PAYMENT SHALL BE PLACE� ON THE LOWER o � i � I FOR RAMIP LANDING AT THE BACK OF CURB Z � i � AND Rl1N THE ENTiRE LENGTH �F � 0 i' � � THE OP�NING. SLaPE TO 8E 2� � Q �� j DETECTABLE WARNING MAX. IN ALL 61RECT10NS. � r � / 511R�ACE OPl10NAL LDCATION � �.� � (SEE NOiE 1) � � : / 0 -� / _ i I 5' MIN. 1 RAMP �nan� ' i� � �1 � � �_ C1TY OF FORT WORTH, TEXAS �� -� �14�1�� iiQJ�� i�� (SaDIEV16A��C ��J�IC�EI�� i0 CCJ�� REVISED: 08-31 2012 3� 13 ��—Dg4'�'I �� 10:1 � MAX. \` \ \` \ \` ` — � n Y J Q � � o DETECTABLE WARNING v SURFACE (Tl'P.} PER 32 13 20-D545 ----- �.�� t"r'.�rT.'a�� T � � r� «'+ 10:1 / ,*,'�f,',*,';~,•'.",• MAX. � � .`�.`.'. . + . « , / / 'X I � � � / � � � � � N / V LAhDING in � � (5' X 5' MIN.) 0 0 � --� , X � aa� �� / �^� / CV N r + . ♦ t + +�+ y y + n v + + ♦ v + • + t + 1L:1 • Y + i • MAX. 'F*;'d*�' .,'.. . . . .. . � . � FACE OF CUR� � I LIMITS OF PAYt�AENT �FOR RAMP i . � \\ \ \` � � � 10:1 �` M XA � � ------------------------ CURB 5' CURB I � TRANSi7lON �in�_ � TRANsi�lonl I Fac� QF cuRe � ��. n r �' �I �! — — � CITY OF FORT WOR�H, TEXAS �� .-� ��0�� fl��1�� REVIS�D: 08-31-2092 �� -�� 1. PROVIDE 9" HfiAAC TRAldSfllON FOR CllRB RAMP l'7F INTO EXISTING ASPHALT RAVF..NI�t�iT. H�AAC TRAI�SITI'ON Y SUBSI�IARY TO CURB }3AMP COHS�Ri1CTION. HMAC a TRANSlTION REQUIRED BEYQND 9" HMAC TRANSITIDN � 6ETEC7ABLE WARNING PAED PER 70N PEFt SECTION 32 42 i6. o SUR�ACE (TYP.} � PER 32 13 20—D545 v � FACE OF CURB �� .��—� � � + + � a a a � + i �i � 0 iAa"�'r°�'a°aiat*�+� � NON—WALKING SURFACE �/ �I/ � a�atri;tia;a+a;ai.++a ��/ �I/ ��LAN�SCAPED AREA� 6" CURB (ALIGN �� + F + y + + , , ' + � � � PARALLEL WITH � � Q a'a z � � CRDSS WALK} � � � � � � � �{o 'B � � � N �' � I � S L1MIT5 QF PAYMETdT � „ � ,�I � � FOR RAMP .I� I �j�, �E, . � LANAING ;� � �' {5' X 5 MINi.) � � � �L � � � S �. , � v� �v B � � .�. .►. I X Z j.l� .i� `�' .I � �� s � ar� IJ. � � � I � •• o I �N .I. .[I� � j .� ,�, � �r,r_ _a ,. � ,�, ,,.. y �{ I *+'+'+'.*; . �', ��L � I.�,++'..+++ � � ++++++ia;{ '� M1 �h i ♦ + + 4 } .1� .1. i i i+ ' W W ! �r�� 5 MiN. FACE OF CURB ��' �DRTH CIiY OF FORT WORTH, TEXAS �� -� n�� I�i4�P A,� LANDSC�4�E� AF�I�e'� I REVIS��: fl8-31-2012 3� '� 3 Z�-�543 I 1. P�2pVIDE 9" HMAG TRANSfTION FQR CURB RAMP T1E INTO IXISTING ASPNALT PAVEMENT. HMAC TRANSI110N $UBSI�WRY TQ CURB RAMP GpNSiRUGTION. HMAG TRANSITION REQUERED BEYOND 9" hIMAC TRAI�51T10N PAID PER TON PER 5ECTION 32 12 16. � a 3 � o DEl�ECTABLE WARNING r,�j SIfRFACE (TYP_} PER 32 13 20--D545 6" CURB (ALIGN FARALLEL WITH CR055WALK) �FACE OF CURB i�_--_— --^—� � ...,.d,A,d o -- � �Y 4 Y ♦ �! 4 �! i �! � e a r o a a•+ s+ � i�Y i�Y i�Y i�Y 4 i ' ♦ ♦ ♦ 4 ♦ + ♦ �! i �! � ♦ o o r o a• r r r � • a s o i a♦♦ r� I � .. Z �p Z ` oN � � i � I i i�Y i�Y i♦ y i i i� i i� i i iyiy. I a ♦ + + ♦ + ♦ ♦ a + � + ♦ + a � a ♦ a • , I J 1 3 1 J J�L �L i�L I . �F { y { { { �F i i - Iyiy�+i{�+i+iyia�yiy � � _ � � �. � - FACE OF CL1R6 LIMITS OF PAYMENT � MIN. FDR RAhAP ��R� i�R°� CfTY OF FORT WORTH, TEXAS �1f�� C-3 �A��A� C�J�—��I➢��GH� I�IIAP ��vis��: as 3�-za�z ; i 32 'I 3 2�-D54d4 � �Z o¢ � �LANDING oa� ��¢ �o� �a 0 51DE FLARE (TYP.} a � QETECTABLE WARNING SURFACE aa0000aaoao ',� Z aca00000000 N � pppeeeoaoqo .op0000000ao dETAIL "A" TYPICAL PLACEAAENT OF �ETECTA� FACE OF CURB WRANING SURFACE DN Sl_OPSNG RAI�AP RUN pETECTABi€ WARNING PAVERS I PREFABRICATED BETECTABLE WARNfNG WITH TRUNCATED DO�AES PANEL WfTH TRUNCATED D6ME5 ,�- #4 RESAR AT 18" O.C. (MAX.) BOTH WAYS � 1� MORTAR BEQ�� 111�1 COMPACTED SUBGRA�E #4 REBAR AT 18" ❑.C. (MAX.) 60TH Y�AYS � �� I l� I l�I 11=1 I l� I l ��i�IKIMUM 5" �EPTH (EXCLUSIVE OF DETECTABI� WARN3NG MATERIAL} CLA55 A CONCRE7E (SHALL CONFORM TO SECTION d3 30 00 OF TFiE STANDARD SECTION VIEW CONSTRUC110N SPECIFICATIONS) �� SIDEWALK �z o¢ o��`' F�4 RAMP _ W � � RA�AP 51bEWALK �a n OOG04004000 � z oa000aovoao N oapaoaaa000 � 400000000aa 0000aa00000 � DE7ECTABLE WARNING SISRFACE� FACE OF CURB pETAIL "8" TYPICAL PLACEMENT OF bETECiABLE WARNI�iG SURFACE ON LAN�WG A7 STREET EDGE N07E5: 1. CURB RAMPS MlfST CONTAIN A dETEC7ABLE WARNING SURFAC� THAT CON5�5T5 OF RAIS�D 7RUNCA'#'ED DQMES COMPLYING WITH SECTION 70b OF THE 2012 7EXAS ACCESSiBILITY SiANDAR�S {TAS). THE SURFACE MliST CONTRAST VISUALLY W1TH A�JACENT WALKI�G SiIRFACES, INCWDING SIDE FLARES. FURNISFi SND INSTALL AN APPROVE➢ �ARK BROWN OF2 �iAi�K REQ bETECTABLE WARNING SURFACE A�JACENT 70 11NCOLORED CQNCRETE, UNLE55 SP�CiF7EQ EI..SEWHERE IN 7HE PLANS. 2. �ETECTABLE WARNING SURFACES MUST BE SLIP RESISTAN7 AND NOT ALLOW WATEg TO ACCU�IiJLATE. 3. ALIGN �FHE RDWS OF 7RUNCA"FED DOME� TO BE PERPENDICULAR TO l}1E GRA6E BREAK BETWEEN THE RAMP RUN AND THE STREET. 4. DE7ECTABiE WARNI�iG SURFACES SHALL 6E A MINIhAUF� OF 24'� IN OEP7H iN THE DIRECTION OF PED�STRIAN TRAVEL, AND EXTEND 7H� FEJLL WIDTS-I OF THE CiJR6 RAMP OR LANpING W}1ERE THE PEDES'ihIAN ACCESS ROlJTE ENTERS THE STRE�T. 5. DETECTAB�E WARNIPiG SURFACES SHALL 6£ LOCATED 50 THAT THE EDGE NEAREST THE CLIRB LINE 15 AT THE EXTEN510N OF THE BACK DF CllRB. DETEC7ABLE WARNING SIJRFACfS MAY BE CURVED ALOHG A CORNER RADIUS. 6. FURNfSH DETECTABLE WARNING PAVER UNITS MEEI'ING ALL REQUIREMENTS OF ASTM C-936. LAY IN A TWO BY TWO UNIT BA5KET WA1+E PATTERtJ OR AS DIRECTED BY ENGINEER. 7, LAY FUI_I_-SIZE llNIT FERST FOLLOWED BY CLOSURE UNITS C�NS15l1NG OF AT LEAST 25 PEftCEN7 OF A FULL UkIT. CUT DETECTASLE WARNING PAVER UNITS lJ5lNG A POWER SAW. DETAII.S ARE PROVIDED FEEREIN �C1R THE PLACEMENT OF PAVERS. FC3R DTHER MATERIALS, REfER Ta THE MANl1FACTURER'S PRO�UCT MANUAL FOR PROPER IN57ALLATIbi3. 8. 1"HE FOLLOWING 15 A�i AAPROVEC7 UST 6F CAST-IN-PLACE �ETEC7ABLE WARNING MATERIALS AND THEI� MANUFACTi1RERS: 8.1. ARMOR T1LE (VITRtFIED POLYtJ,ER COMPOSITE) BY ENGINEERE� F'LA5TICS. fNC.. WfLLIA3�SVILLE. NY. 8.2. TACTILE PAVERS (F1RED CLAY PAVERS) BY PINE HAf1 BRIClC; WINST4N-SALEWi, N C_ 8.3. DEfEGTABLE N+ARNING PAVER (FIRED CLAY PAl/Eii5) BY WESTERN BRICK CO., HOUSTON, TX. 9. TWE ABOVE LIST OF DETECTABL.E WARNING MATERIALS QR 7HE[R APPR011E6 ERUAL 5HALL BE USED AS THE DETEC�ABLE WARNING SURFACE ON CURB RAMPS A5 SHOWN fN THE STANi7AR� DETAILS. crrY o� FORr woR-r�, r�s �ETI��TA�L� ld�e4��ll(�S� Sl11RIF1��E � LANbfNG REVISED: 08-31-2012 � 32 '� 3 2�-�54� � . . . . � . �'�' I - , su� c,� .24' � `S�1�QO1H ROUpp SAR � 24' O.C. �E�fl�1 EXPANSION JOiNT DETAIL s' G�iN. SIDEj�I �C� SLDPE � � � —� = 4 �� i��ai��a��ii � q ry �iii��:��i �3 6ARS � 9B' �C4�PACTE� o.e.s.�. su� c� �o s� r�t�n� SEC �ION VIEyV DEVIIALK ADJAC ENi TO C EJRB 4'�N. _i ■ � -SIDE�f �C�� SLOPE � � � � � � q III�G�I�i� �II�I�f�l �� O B �5 � 18" Cd�PACZED SU8 GRADE TO � DENSiiIY SEC T[ON VIE�! S1D�I�ALK �� i � , � , � �� 7f ��iff14J� 'l/��TM 4� ��r b� �� Q�.iff1� IS /1�JACEI�T 'f0 CURB, OR GREATFR AS �o�cA�o a� n� P�Alvs. �eaRs � ie" �g�� GOKCRETE RA�V1P ! - ._ � . P : � ° ` _ _ - - �� tii �'— �� COh��PACTED suscw,oE m CnY AC'►Id7W � � '� � 4 CUR� �N �� r �orrG �. aa3 � � 24" O.c. � � �,�� rt -� -i- �� -r-�-i-� ��-1— �� .3 BARS � 18" O.C.B.}�J. PLAN REINFORCED CONCRETE SIDEVyALK 3/4" cHAE�1�z � -f � 1 �4 BAR 0 12� �.�i: -�4 �i a M � 24r �.ri.�� s' c� -r�. r sc�. 4o r� � y�EF' HOIES +� � id-o' o.c. 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R1VER5[QE QR NB 5800 - 6948 F�5S11� CREEK BLVD - WHISPER HOLLOW WAY SCARLET VIEW TRL 7600 - 7699 SEP1A WAY - TUSCAN V[EW DR SILVER CREEK RD 9320 - 9449 PVMT CHANGE - JIM WRIGHT FWY W BaLT ST '100 - 699 ST LOUIS AVE - HEMPHIL.L 5T W MORNINGSIDE DR 200 - 699 S MAIN ST - HEMPHIL S7 I�CAPSC� 62S 49D 35N 58R 91E 77S CD 2 4 2 7 9 9 7ot� 0: QUAE�T�TY j �� 3,517 2,274 1,566 1,259 1,329 2,173 '� 2,'� 7 8 �PN -� 04�� 82, 2023 �o�c�ete lR�s��at�or� �on��a�� 3- IVla�p 01 0 0 0 � � � &,9��1- � sHarrs � � � WHITE SETTLEMEN7 OL� OAK �� J r,� m � �� v S� ��F�� soti �� oa �� . x U Z �`��, m z d � a w � � � U TfLLA3i s U � UNi1TE SETTLEMENT W]NGATE ^ �U, �� J � � < a ¢ � WEISEI�3ERGER � WHIThrJRE x a O d � r � w a � � � � u� Q � � ❑ J O � ¢ 2 � � U ¢ Z � x � ,� N � Z � n �l � b O N _ � , � 0 z SANTA FE , � _m u� � � � � � ,� � • D Z �PIV -� 0�� S2, 2�23 Cor�c��e Restoratoo� C��tract 3- IVI�� 02 � �KE BLUFF/ ` � �� l � Q � � � � � !� iti� � � Y � I R wo L1 CREEK ym ��fl � N� _ l\ �I\ V �. Ri�+ersi�e E]r � � � �' � Hauow� m `'�� °� q% ELSOLANO f x � � o F- � M J 4� A s�, z � o �'' m r �.oA \ � �� G�� tiF LL LL J U � � H. �WSB�tOQFC �u � � �C 9J Y r ti.1 fl � K W � � `�tio �Fs w a c� �y � � L � "tC� �ypLUBR�OK �y� tC! � � � r �o��YAPp�.e B51�1:4N U FOSSIL CREEK m� � � � � F � ��a�� Q�,J � �� 0 z �O z U GI�� - 1�4182, 2�23 �ancrete Rest��fiim� �o�tract 3-�11�ap 03 P�� z ¢ J O ANKISJA ¢ Z � z � O S � b 2 � _OHAI�1 GELSRAY �carlet V�ev� Trl � ¢ z ua � � w m � w � W � U� �I SEPIA / 4�RNE5E � ANGON I � � ¢ x U � w ¢ ❑ z 0 � J ¢ TlJSCAN VIEW W [� 0 � ¢ z z u� � u! t4 a � 0 c� � Z J CA3VI?LER 1 u.t q Y � U � a Z f� ¢ W � � L�iNCHll1� o 1R �F'� -� D4i 82, 2�23 C�ncre�e ��es��ra�toou� Co�tr�� 3-�Nila� �4 VERNA X W W K U K � u � �E�VBF �f��€ �� SPARROW HAWK us 'Y U � a 05PREY �SPREY � ❑ U D = � U �' PEREGRINE � LEGACY 1 1 �� F� �� O� �NOR�� P[� - '� �4� 82, 2023 �or�� .es�o�a�oo�u Co��raci 3 - �a�a �5 FGG FOGG z a r � m � J 2 �REW � � � � . t� � M.�ON Q � DREW � � O � N I MASOIV ,r - � � � �uvr ANTHONY s�r��A � �PIV -� 04� 82, 2�23 �o�c�e�� Rest�rat6on Co�tract 3- M�� 06 � � Z z s � � z ¢ � MULKEY � � r � � 2 a � us x Q � � +�APPS tiJ1r. r4'YOifsIfl�SIC�2 �r � C7 z z Mf�iiN I N 351 D E N � O � � � � � � q O � � SHEET 3 � � � � N UNIVER5ITY DR. �� -- � � r � Q 2 � osi��izort SE� ON 7HE 7EXA5 STATE PLANE '{RAL ZDNE, NAD 83/93 (2DT17. ALL COORDFNATES. W00�] LN � � Z w J J � U ,� � � 0 � � a � 0 O O � Y U O � SH�ET 4 S�EET 5 Sh�EET 6 � � � � � � . � N S � � 0 C� � q G S� � \ SHEET 4 TOTAL = 5,057 SQ. FT. SHEET 5 TO1AL = 5,596 SQ. FT SHEET 5 TOTAL = 5,822 5Q. Fi. SHEET B TOTAL = 4.169 Sa, FT . � � . . �,, • y, _ . . , �. ,� 4 ,� � u. �� 5Q. � �. w- �2.3' ; �,,,, � � ��.� � `� � � r�i � ��+. �� ` 3�i. �' kREk � �01 �Q. , s„ . � - . + � ��-�- - - � "� r .�t,�' F F. a E4 = ' , �31 �5^. =i. N. L� �1 i'r E F�s 5 T-'= D Fi. � �' B � �� , 4.�' � "�� _ . �.,��`'„�,�, A�EA = Fi� ��. F�. . _� _ oait7izozi 5ED ON THE TEXAS STATE PLAt3E TRAL ZONE, NA❑ 83/93 (20T17. ALL COORFJINATES. w000 LN i t, r' � ` � � ��.� � � � � r� ' h * . .��_ _ _ ' P' , .. r " ,. �EA � ' . 5�3 �{]. ,36. � ' � _ � �' � ' � ` � � v � � 37, 1 ' �' � r� A�EA = 306 SQ. FT,� '1 �' �-'�"— �F ,� � SHEET 4 TOTAL = 5,057 SQ. FT. SWEET 5 Y07AL = 5,596 SQ. FT SHEET 5 TO7AL = 5,822 SQ. FT. SHEET 8 TOTAL = 4,169 5Q. FT ;�' � . . r N i r ��,f � —� �'�� ;?, % � '�i 1 � y - �.:- +� 1 .A �� e � � 1 �• �w � �( � r ~ � • 1� � r,�" ''�'�' ' � . , .; �#. :�:�. , ` . . f _ . �� . ,�� .. � :, .� .r ��,�.+ti .. i �� ,,, � , # � � , ,��,� . ��' k ' � � � i� tl � i �4 , * '� �i..�� . . ti�, . �. 7 cti o �� i �r��, _ �� . r�fi,� M. LiNjV�R�=T�r �R. ♦ � , � . y�� - - A*!EA = 1, C 1 3 4 4 � � .�► ��, w -•. . i i .:�. � � � �� - � 4 '� _ , y��. . � `r � . � ., � � ��. � � v�:�. �r ..r�s�� . � � �. - � I � — � oa: � rizoz, SED 01� TH� 1'EXAS STa?E f'LANE 7RAL ZONE, IVAp 83/93 �ZOill. ALL CO�RDINATE5. WOOD LN SHEET 4 TOTAL = 5,Q57 54. FT. SHEET 5 TOTAL = 5,596 5Q. FT SHEEi S IOTAL = 5,822 SQ. FT. SHEET B TOTAL = 4.169 5�. FT � �� ,�R,�A = � 4 �0. - ' � • *' �. �' c C. � 4 �� 4 � �-� 1 —� _i � �� ~i r . .� � 3� � � ��s � � � S L�7 �; � � . .- � -��. .. , j � � �► r 1 � r" � �� +' � � � • �� . �, � , ,�.•�� `�j � �' � . ��. i ��' � a i� I� � �� M �"'Y ; —� M�� y � � �� .i - , [x 5 � � � � � � a� � �. � 4 �! �� ' K��L � 4 � � y�y � ! � � � ! 4 •. �+ �' � � +r �� .� ' • � . ...W� � . , � - �-�. � �� ni � �� , r. . 7 ..i. � •w�. • ',�`�� y� � �_ �*'. AR�A = �,�� SC�. �T. -� N. UNIVE,�SItY �€�. ��. �" ��, 7' F � t�'r . �R � � �, 1 e � _ � �, ,k �ti _ � �" � � 1 ��FA = f:i' S4r, r'��. � - 08/17/2D21 $ED QN THE TEXAS STAT� PLANE TRAL ZOiJE, NAD 83/93 [20i17. ALL COOR�INATES. W0013 L N :►ti .��•� ' -. . ~"�� .,, ,' � � ��. ] � � � 35. 3' �„ '�• r,i �9.5' d, AREA = 53� SQ. �- � � �� 1 �. �� „ � ' �+ � � `� � � �_ � � :v � `"-�-�� G;1�EA =�o,� 5�. rF. 20, 4' � L4 ' • 'i y��- -- f r. y'.•. � � � " r„ `�„I � ~4 l �J c � - f f • � . ,�� r � r _ .• S eJ4 � � r " �- ��/ # �� . � t'„�.w,' `• ��. � . � ` + 3 � � i ��[ � � } I t 7�� 5Q. =�'. �l. Uhi; ti �� -;* .� � � � 1 � S �� SHEET 4 TQTAL = 5,057 SQ. FT. SHEET 5 TOTAL = 5,596 5Q. FT SHEET 6 TDTAL = 5,822 SQ. FT. SHEET 8 TOTAL � 4.169 50. FT r� �►� , _ ,_ � .�a �. _ �T�_ . _ ��V � ,. . �� S � � F �} �� Ss:. F I + � �SQ. � � �► �, r ✓�► �` # v . �.. . � �.��V w i '�+ ` � — � a� r'S 1-�.� Y��. � k ti i l4� � G F--' � � �. �� i1.A" � �. �+ � � � � `� 43. �' l �• �� a �z� sc:. F�, .. , -� _ ��""'�"-� . . _ `— ' � - ... `+ .,' 's� � �,r r .'- �r ++� a• - � L �}R . F,��'��' ' : �. �� -�'�•►, ,,�.r,�, ' , �� . � . 4r � � w, ^* •, . . ��t' " '�� .. � 1 � � C78/17/2Q21 5ED ON 7i-iF i�XA5 5�A'"E PLANE 7RAL ZONE, NAQ 83/43 [20111. ALL COORpINATES, W00� LN SHEET 4 TOTAL = S,Q57 SQ. FT. SHEET 5 TOTA� = 5,596 54. FT SHEET 6 IOTAL = 5,822 SQ. FT. �:,� .- _ .� '� F� `�+ �� . � � �� SHEET 8 TOTAL = 4.169 5Q. FT � � N. UiuTv�R�IT�' 17'f5. —�� N. JhJlV�r�SiiY t7R. �� :'F � ' � .�.� �� •1 � a � � a � � � � � � �1 � � �� : . � . � r"� � 7{ I � r _ _� sY .� f�a _I � ' �� .F. _ �� 'rJk:. � r- � J6. 1 ' 3Es. �' � �. � � � � . � na ni 3�]. 0� � R 36. 5� A±��A = 4�8 5�. FT. , �. Uh�IV."R5f7Y pR. N. Uh2rV�R5�7Y �R. ,.� . A�EA = 454 �.Q. FT, �`'- �r.,...�w..._ OB/17/2D21 5E� ON THE TEXAS STATE PLANE 7RAL ZONE, NAD 83/93 (201t). ALL COflRDINATES. W00� LN � ti _�_��„T �� *'� �' ' �1 � �� `v ni � _ ,�, , � �. � �`. xr. � r: `'� � � •' � � � • „� - a. .i ��` ' s'�-�- . 6. � r _ ��.1' � -� * ��, 2. 3' A�� = 1,'�77 S�Q. f a.e� � $�•�' �- � � � � _.T:- �' , � se � � c � :� � � 0 � � � � � .' ` yx . _ � _ . __._ _' � • ,� ' J� '�► t �.�� .�"" �-_-....,,�_ 'Nr-� � ; ..,� . •� r. y , . .. _ �. , . ir• " ` . � , ��— — ` -- � -- -- r — � e . �i R1. �, _ �+ � �� . ��. � SHEET 4 TOTAL = 5,057 SQ. FT. SHEET 5 TDFAL = S,5B6 5fl. FT SHEET 6 TOTAL = 5,822 Sff. FT. SHEET 8 TOTAL = 4.769 SQ. FT . � �� # -;-- - .� '�•'��. .� --�� 3 :. f,• fr, �".`•r � ;�-tii . , s. • • �J� 1 t r. � � � , , s �!�'Sui • � . _ 1M�' . • ' � } '�.� � • � � .-s' •��` . r f' . �'� �' __ �;� � �,,,--�� .:� ",�'�t4 • �� a �� ' � � ' . � f f.� � p�:a7/2D21 5ED ON T+1E TEXAS ST?aTE PLANE TRAL ZON't, NAd B3/93 I201i). ALL COORDINATES. WOOD LN SHEET 4 iOTAL = 5,057 5Q. FT. SHEET 5 707AL = 5,595 5Q. FT SHEET 6 TOTAL = 5,822 Sq. FT. SHEEi 8 iOTAL = 4.269 SQ. FT iTw �F�. � A=��,� _ �, 2:�� . F � . �� liVy �l5 i�Y �4�, ��. � • i w ��A .�. —L , i � �� 'k _ � �': � �. .� _ * ��' �.../ ♦ i.��.i�5 • �, �}'?+� J11. F�. r r .. 3.1' �.�. � t�� _ �,�'� - - ,�� . - - - � �� . �� ':� , . �` , �• � ��* f5+ 4� � �� . � � � � — � � � � C1 1 � ��J.� � ' ,�� r1?EA = 5�Q ��Q. � I . � r � � 4� � � � i. � �� j � � � - r,r—y � *' � � �' I . � � � ' •'. � ►��.T i � � t �� ' : . • 1 - jj r � •^y� _-R' ;'' + .Zr . r�� s, 1 ' � ��' � � .- � �� v . /'i . �' � � � a��. i }+a , ' �' � , �, { /� :� y '� y' w1 "� . s'- '� . ,. ��t,:� , �ri � `��+. ' ' f r� rl'• , T, `i• r. y � .*• . ;� � *• y_ + . ., r __e+ . �}�� JQ. � . '{ ��„ 4 ..- • A � • ', —:J� 08/17/2021 5E� ON TFlE iE;�.S 57ATE PLANE TRAL ZONE, NAd 83/93 t2DTiY. ALL CaORDINATES. WODD LN 5HEET 4 TOTAL = 5,a5T 5Q. FT. SHEET 5 TtlTAL = 5,596 SQ. FT SHEET 6 TOTAL = 5,822 SQ. FT. r a . , �_ � � ��•�- C �:� r , , �, r � ;� � } % r fi � � _ ' a il � � `* �� ` � . SHEET S TDTAL = 4.I59 54. FT � h:, ia�rlV�R.}1T7 `�f2. � � _ `_ ^ ,�., � � � �_ ,� t . �'' . C � � N � � , �* , � Lr C � N � � �, � � + ., � �� ! �_ . s. _ 08/03/2421 �E� ON THE T�XAS STATE PLANE TRAL ZONE, NAD $3/93 (20111. ALL COORDINATES. � CREEK LN. n � � x � � a 0 0 � SNEET 3 TOTAL = 1,113 SQ. FT. 5HEET 4 TOTAL = 2,a53 Sfl. FT SHEET_5 TOTAL =� P34 SR_ FT. _^„ '^ ^ � � �� g ¢ ' _ ; � � .i. � � �,,, , � .� �" -y . I � '_ ! �"' + . . _�� i T�i = �. �i� � , — j'� k • �� ;., • rt�T � � � � �.. � � . .',�" .�;�:. � �-� ,' � � ��. 5 � N. f��v�s�DE b�- �`' � - �---� � - � _ ,.� * fiR�A = Z�� . F i . � r ` ��. 8' � � �. �' � �4. @' � �� ' �� - � ri � � �• �� - � 5. �� Af�EA � 7, 35� �Q. FT. f 5. �' r-y �-i �, i �� . � � r,s �� [�EA =� 85 S�Q. F �. . � "; � a+ 1 ��J. .�i ' � _ . r '-� �3. 7' _ 4 4 � � • ., N_ R�V�R51DE DR_ 1 �. 8' �.; � 1 t . 7' �8. �. � �3. �' � 3, �a' G9. � � , � ----•,� 6.'J+� � . 5' 1 1 . : � � ' � 'r 1 3. �' � 1 1 . �5' +�: �A = 1 1 �+ Si�. F �'. �'�-- � ]�.�° �-�� ' T � � T 3 . 4 ' _ -- _ — � - - . -�—L..... � I ��-�y �� s '�- W I - � � � � � �� 'l, _ � � r� ;A' /. ' w ' �� 1� � .� • � QS103/2021 SEO ON THE TEXAS STATE PLANE TRAL ZDNE, NA� 83/93 I20111. ALL COORDINATES. 0 CREEK LN. SHEET 3 TOTAL = 1,113 SGl. FT. SHEET 4 TO�AL = 2,053 SQ. FT SHEET 5 iOTAL = 4.134 SQ. F7. . � �w, .� � . �� _ -, � rvi c� � - #�l, RIV�R�ii}� �R_ _ � �� —� � ��` � T �,� J � i r ^F�r.�.�.�._ - �' i,—�_, . -- - ��r...� —~� . ��_,__��...�--=--�"_� �,,,. � ��"` �Y''' ;"s " ' .�'.,�,r��' . r , "-��P�a�c:� `m'—,.+�+�` � ��" - "�� ;I'�� • � "#��` 'r r � ' ' ��•�� 1 . � w; �` '`• .; ' ` ' -� � . � - ,,, . '� - � �,,,� , ��. ..� �i � a -_ - � �: rt�: f _- _- ` . , ar � � ;'I� ' I A �.� � } r I � �� • - , _ - N �a " " " _ t � . F� � • _ _ "' • �� _ �s��o3izoz� 5E� ON THE TEXAS 57AiE PLAHE TRAL ZONE, idAQ 83/93 I20111. ALL COORDINATES. 0 CREEK LN. SHEET 3 70TAL = I,113 SQ. FT. SHEET 4 TOTAL = 2,053 SQ. FT SHEET_5 iOTAL �� 139 5{}. FT_ ��__ _� � � : -.•� k��i� '•*ai i�� M'..'�� • i r_ � +; - .� . -� A�EA = �, �73 5�. _ • � ,�R�� = v56 5Q. FT, _. 3i �� i�.�� 5�51�� DR_ � � :� hi, Rl s...i `r � 1 . 0 �' —a �, A . �, . �REA = ��3 5�. FT. ��' - - - — # , ._ � � � � k r y � �I � i" �' . � i �:',� � . � y �. ,�iY�,�,J�'+�� . � � � r+1 .'L' � � .�R=k = 97 S�. FT. { �. 1 �.3 � �� a � , �_ a9. 6` �� L••' ��. �� o. rl'� ��. 1 AREA + B25 �Q. F�. . = "„��ti� - . �,"'� '� ' �-� . t„ 4 _ � �� =--�� R � � � 08/03/2021 5E� ON THE TEXAS STAiE ?LANE TRAL ZONE, NAD 63/93 {2011). ALL COORQINAiE5, � CREEK LN. SiiEE7 3 FOTRL = 1, 113 5(l. FT. SHEET 4 TOTAL = 2,a53 SQ. FT SHEET 5 TOTAL = 4.I34 SQ. FT, � � 4 � ��'1��! i �' r . • � }��i��, � �� , " � � �, _� _ �� . r _ _ �rF _.. � � , _�,.-��- - [ � �hal��: +��4 = i�� Q. �7. �. . i �i� � C+� � � � Q � �-f �� . '� �.. -�'!� W u' ~14 .—r �—"�' ► �y . w��I�" �� ! �: M � • .� � �, �ti�� . +� _ ..�. �� - - � J-- _ ' ,I• ,�� . �i �^— .-^-_ �� r� # �• ►. -.- .. • ��.+ �� t -� - ' � ��-�J t i. _S_"""�.� ' � � � �' _ � c � � '�� r f • ;.�r 'T : , ' � � �'� 4 . �r� � I ! ' . , , � � � � � �� w1 � � �� -�. ��''� r.e�' �-��,, ,-.,� ,. ��'I � J . .'� • ,,, ►i �_ ` +►�+► . .' i' ¢ "� ',i�k �► ..�x.,r� - *i,� .w �,_�� i'�i �' . ; ' r� , , # � '+ • � ;, . - �� • �`�� ,_ 1 - � - � . -. . � �'r,' � r� � � � • � ��s., _ r' y� ' , ,'«.. . �,, ' "'� F T. s•� , _ . :L � � _ . , . � � 4 _ r-.,._ ^� .`��'� �. �,�.�i`i$ _�{�L _ _ 1 , �" _ '_ -�� - } ,�i — � — -- -..�a_ 1 � �+ . �'�' � � � �� . -- � '{��lY• l/Y. J }Jr / �� } �� ? � � ARLk = 3-r 4 5�:. FT. _ � ��.}'�� , �r. r�i��r��r�E �� . �- ��= . . .. ,� —...-- . .---- . - _ s . � �—_-' _- �_ -- '+� �, M � 4 a� � � • � - ��}�a �' � r •t�. � . �� b � . � � ~� - � -a.: �� +�r �r""'" r�. _ _�� .; � '�I- r��VF�S�'J� �F�. � y � �,� r' Yc'+"`"" .r � � .- � '�r : C. { � ---- r � ...--�� _,� � _��— .�, . , t+...^'�M� . � . ,� . -�,,� _ _�.� - � ' � ir� • � _w-,* �'•��'�� .� �� ,� •• -' .� ; x� � . � '� �_` � � "- ' • o � ' ` � I' _ > i ` � . � 1 I ' . v �� J+� .. � � ' �� ' � •, b ~ • � �; �.. �" , ,_ . ,' �+ ��J• � ��1 � u� �. . , • � . r . , •� {��/. � � _� ��fi�'�� -.�� ' �� . , '�1 .-�'1�� , ,. ' -z � ll . _ 'iy _ �- — �� . _ � _ _ ' _ �y�i#o3izoL1 SE� OiJ 3Ht T'EXAS STAiE PLANE TRAL ZONE, NdD 63/9"s I2011S. ALL COORDINATES. d CREEK �N. SHEET 3 iOTAL = 1,113 SQ. FT. SHEE7 4 TOTAL = 2,053 SQ. FT SHEET_5 iOTAL =� 134 SQ. FT. ^„ '^ ^ � E • •.� ♦} � �. ` �' .. �7� r..s+� �# .... ...-.».� � �• ..� : � � Iti, �IVER�tiDE �7R, z J � J :.:J � + � - � 0 � `� n u • l� AREA 4 2k8�6 5�. �T. � . . , � �� •. . ,� rT �-r . . y r ; �� _'i��ri �` � �-� • � � ` � . �: � � �� t, . � . 1 ,4 . � x • � . . �a � � r,.r y'w .� � ��4��. F. � � i `—�� .ti � s �� 8103/2021 5Ep ON THE TEXAS 5TA7E PLANE TRAL ZDNE, NAp 83/93 120171. ALL COORD]�IATES. 6 CREEK LN. � � v � � � � ;� � Yr1 � � � rt � � � � � � � I� SE �'fa � _ �'� i - • . _ . ' t' - � � _ ,+'• . i� �� i �+ _ � � „�. # r F �y + �t��r� - �� a ' � � `j �* r''—r�.r� t 1 i-� � � � { . � k . � � � � � * � � . ` +� �4 ' ,, � � � `� j � T � �� • TM _ �� 13.5, 3�.3' � 1 S. ?' � ,�.e• �3.a• � � n; � - � f�4. 6' �P,=A = 1 . �� o. Fr. ��r � � ��r� � � �' . ? "i •--•-�--�-+--�-4� �� L ` Z • i 3. 5' ��8. �' , 3C�. ,� f � �: �' _; �. 1 �. 1 ��-'�} ��,� � ��,- ,: - - �. �, —, _� 'i � �' �. - - _ ,, __, . _ ..r �~`�} �� +I�� . ,.r* _ F � - 0 � ��,r�`_ , � .. � ; ,� � � �� .,� -� e� ` " F � �.. ��. � w '1f. ,. �`'� r,,_ � # hl _ f ��- - r-.- � -�- �``•' .Y � . r � 4� � ' � t r p � � . ..�1 L , '�, - - �,� SHEET 3 TOTAL = T,113 SQ. FT. SHEET 4 TOTAL = 2,Q53 SQ. FT SHEEY 5 T4TAL = 4.134 5ii. FT, . .� •r. '�''t��. i r a � a � � w � S�IEi�T 2 � SCARLET VIEW TRAIL� y � , �r 07/21/2021 SE� ON 7HE TEXAS STATE PLAI�E TRAL ZONE, NA� 83/93 (2D113. ALL C09RDINATES, .__. SH�E�T 3 SCARLET VIEW TRAIL 3 �t � � R. •r f4 : � � _� �� ► � �;,, f � f��`•� fi� ' , , � E �� A t' � �fl , ! j. � 4 • � � � l � , ,r , . y '� I � '.� 1 �� . •�'r�,� •�"" � � � � i' , : �y • � �_ _ � � Y � ��,.� I � . A �' �� i� _ � _�.a.... ` C ,��- - - v � _ - ..� �� R�+; = 583� �Q. � T. .�...-._:o � - - � � - '� _ ^ � - " .� _ - , 'y � � .. � i r � � � y I I � �� `_ 07�z��2QZ� 5E� ON THE 7EXA5 STA7E PLANE TRAL ZONE, NA� 83/93 [2D11Y. ALL COORDINATES. L �-s � . � : ,+�'i ` � � � � ��1 r �.i . ` W.�7f�` w. . i �' � '� � J 4 r- " � "' � $ %t,�� . _ �C -. +�� = 3, ��D ��Q. � - ` ' r � �. � ,� S�Af�LET �AY T�klL r � •+ � L � � -- �* � . -.�- r{ � x` - � `� � � '� �� - � •-. � ' ' L + `�� -. � �r� � ~ - �I ��.t. .. k,..— r--° � rri� } n�. � � � � � J :� �� _� r C3 - � . �' �: i � — � " � ` �. � � � 1 . � � �� 4 �'_ I { � �1 � 7 _ �. .a 1� . � � � . , r, � y � �� ! � y ' �, 4 � � _ C . C S. R : 4 a3 �� ,y � t� � �' -� {� � . _ � • 1�f' " � ��; •S'L+I � � �. � � � � � - �7�s� � � !� " A�M��1 n , �,s' ci � �, �1 M? {�,1 � �' � � � � • r � . � � �,i , � � � *,,, � � * , �'� u �1[ �'� �, �' . 'f Y � _� � � �' � J � � IJJ t Y�' `r � � �� w �� { # , 4• � b-1 ! ", �." ' ' � ` '� . f �, '�� . ?�. V��.� r41 k �U i .� � �p � � i �• k � C �'`� � � � � �� ' � % •i' i t r E � . � L � _ f: I i, � , • ��l�p�l�n l aa � � �• � i�,�� i � � 'kU'�h�� lc'k�l � � t � �.. i,.`�.,� �� '�'`• Fy � r '� �* � _ �_ � � . � - ' � A�1��4_1,,., [ �IC L�� t ' � � � , ir . _ .1��_lAl��' � ��` �- � f�� , ;� A �,.,�. . r' � �i * —''�� .�d��n r a� � �� , i' � '� ��3-� ~'y� w� 1� V�, J n r�j{� � .� r �-+"* � � � � f '�•• � i �.'��1��! — . � ' -- ' . �. . �� ; � :, ;� . i� ,. I , �. _� � . .� �1�1 � A 1 f��..-[ t � .��+�+_ �. � a�� iI �� • . ^��-al . ��.. � ,� �V�h�3 �l i �iC1 , � � �. �� ¢ w . a� J � C. O W N F- Q M � M �� a w� �Z � �WW Q SW� \ ~ O Z N O N A O W � O � �w��r 7 � °� �SILVEF2 CREEK �R. �HFFTi ; � � � � I � i I O7/27/2D21 5E� ON THE TEXA5 STATE ?LANE TRAL ZaNE, HA� 83/93 (2011). AL� CD4R�TNATES. ��❑ SHFF.f 4 �� SILVER CR�EK DR. SHEET � � � � � � � � � � �-, � 0 E�GE OF CONCRETE PAVIN� - U.S. 82� � : .- ;.' i � �+� ._,*�`t. � : �'� � f ,� ,�,� . � :�. _ �.". ,r: ��:ti f,"�� M w''4"rw - �4 a��'� ��' " _ .�� ___ . � �' �� $8. 0' -- 1�� . - „ - • _ . ._ y� �I�i. h'. �� {� � ��, � r� ,��„A}; , .d�'f" �'`j�w. •• ` +�ti y ., A► �.- � .i " � ,,,_ y� _ __. � G�/27/2Dil SE7 ON TH� 1�1_XA5 S'f1�7E PLANE TRAL ZONE, M�1AD 83/93 (201i1. ALL CdORpINATES. . *, �r �� , S I L UF� V��.F.+� �R, _ � -.�,� ..� _ _ - � s •ti��' � � �� ---_� — �. t . .�t . � �.. I �•� �', �' _ � _ . r . �i�FA 3,'F��"?:, ��. ��C_ �.�,�_ 7 ' _ . •.�� '..►. . _ ,',�. , , . .i � - . : �- 1 ...� . ' .•� . �, �,�.. '. . j �.' `• " � �;._ �� 1 � � . . :�,. ,. . . -��+� � .�i� . ,. . . <��. �?' � �..� �� ' � � i!�'�►�^�I�*' � '. � � �� rl � �{I ' �i � _ _ �..,r �� { � �� i ! � ' , ` ��•Q� �,R�A = . _� • - --�--� � ,. � __��: ��1i� r �� a R � A = � � 5 �!:'"' �`. -'� -�-�'._. 1��.6 r Ji ��_VK1� �?�==K aR. W 4, � �� , �� +'� � 7 p{ � j I � r .7 � _ _ - . . � � _ _ '.� � �} , ' i+ � � +1 ' ,ij�l f.� _ a ��• .�` .r► + � �� y � . - {. �''�''�R`" � ��• T -T" j # ' -^ ►`- -' '` 4 �i i „ � •� � . +.,i ^'! � � � , M�'� � • . i � J' I .� . `� 4 (�w �,�, �7 �� . " ..r . /� . '�t �' • ' ' • •. r ., .- � � „� ,�: r , . _ ._.. .. . . . .. . . '" . .A a , .-"`� . � '� _ �• . :, � � , ' ',�•�-',R.. �V��., � � , �w+... � s �r"' ♦ a► �J� . � �r. � �, — _ ' �- • ► ~ • _ ~ -� - � #t � �_ • � - _ iF -� _ � i � � .� � • ' �.r wI+"{ fl "�. Y" '� IF'" �, , � � � �+ iM - . ~ '+ ft�'� .� � I . �*17A��"'_, �: i � k" ^. . �+' . � � ' i � �=t: � � =-'-�� _� E�GE dF CONCRETE PAUINF, - U-S. $PO �� ., — — _ _ ' s ' - �� .�_ �,.�►. . �. ' ^ � . - .� — . � - , - _ '�; .�• �.ti.. + ., _ . '" 4 , � 4 +• v . . . ti �' � � �� 'w y ` w' ` �+�+�• * � - • ♦ r„' � t� ` . �I�!. � ' ' �_ �. �-�� ' � .y. .E' + r`� � , , ' ,„�-` �` •. � . � `* � - ' �' • �r+��I► II 1y . + • ' . r—*'��'�� . f ` �`�.�i�i"�� . ` . . � �e A's " + IF�r� . e �.q�e` . y ,r . , -' - - �� ~� �� ♦ ti � .� • � � � � .�r ,. ��..r.+. _ ..+r» t�+ - -- • - � ,. - - , - — . - � � . ..•. ..y,..�•. . . _ � � �� i*i.� f�' i �� • �• �•�~ � T i�� • /� .�r/1s -.. Y-�r 7 �. . � � . _ . �y ,� �IE.vE#� �R�EK Cr�. � � � � ..� , � �_ . � � 44�A = 63t 5� �t. - „t � ..... . .s ., r•�-�.-__� . I,'�.l'� � ' '4 . �` ,=r.-_..,,. �4* ,y W y � t� �i" � . • - . . . �� r 511 . �� . i �►-' �i� ti. ....� i.+� _ � �'�k.•• 1 �� ,. . .-� ' �'�' � l� �j � �' � f • �i1k � + , � � � a � +r, � } '*`---:ti � '� . +'�._ � ��'4'.''�` '.�.,T ' , �.��R.,;�+'' �� f �� • • �'7y4��'4'r� �� 4�t �! �?'•+�� . w � , t� � � � r - •-" --- - " .•- t .�' i . _-�_•��.. k: OT/27/2021 SE� QN iHE TEXAS STATE PLAtJE TRAL ZONE, Nd� 83/93 (201i1. A�L C04RDINATES. E�GE OF CONCRETE PAVIHG - U.S. 820 � � t . . �,,,, . rl„ , r�i �r.+ , �^ { • �_ �� ,+ 'r . , ,r , � `�} �1 .�� t � °.-.�.�-`�- � �ZLY�� C��K �R. - - - -- -- —��- � . �,. ,�, „ � . _ � � � �. •- � -r �s� � 4� � •- . ' � ` v �r� . + . �� . . ► `�_A '• , y..�'� � , . � �M .. � . ��i - � -�� — — " ,� � 1� . _ ..,..,�:;.1 1 �� w ,r � � � w 7 � d f +�, 31.�' a3 � 30. �' AR��, _ �t.�. �� , � '+ r� �_�w� r .�� 1 � �•�+ �'.\ � � ' � M • .'w" `"� • - � f� .�� ArtEfi = A4; �� =T.' 'o.L F�Fh � G�.%'� �LI r 1'.'.. � _� --.. z �., sr�.v�� cS�rE� ��. �� k �� . 1. , 1 �� . 4' i w � � �� y , ", � �� . � �I � r5 - � r � . ,..,.�. ., F �� ' � . « �~ +'r �'r � �� 1�.1.r�i � ��'. � 1-�� 't�" -_.-.��#. ��i%27�z�� SEO ON TFIE TEKAS STwT'E PLANE �6�LD�01�8� IG��IAB389nTH2B]L�AWE AL'� �9�@�Z01Mff�SNA�] 83/93 {20111. ALL COORDINATES. EDGE OF CQNCRETE PAVING - U.S. 820 EDGE DF GONCREF� AAVING - U.S. 620 � �� ' � � 1 �� %'� ��/r4►s�-•.� „ . .�� w SILVE�S C��EK C��. � � � . ,..�Ry � L�. ` F � � ' � _' " , . "i w ♦ � � � �� ..w ,� � 4�, Z�� .�wMi � . / , w �� .M �_ � � � . . � � � �� + y� �1- - , �f Y , � �-.. E� •� f ' _;,: � I' ' ••- , -'n li ` A � -, , _ � � ; � � It i' `, �� x-- ;�r�r f r.� , ,,•�' , a � � �i � �4 r � � :' ,r` " I� r � . ,,�, . ' a3 ,� � •,, � � l 'N ♦ `i �'Y . - � . � �, � � f 1 ti� , � } . • � � � �`. _,� . � �4 ,, iy � :�, +,� .� � . _ �� ' # �� _ : � .- f � � SiI.V�I� �R�EK �R. . ��-� k � � � � � � 67/27/2021 5Efl pN THE TEXAS STATE PLANf TRAL ZONE, NA6 83/93 [20i1Y. ALL COOADINATES. EDGE Of CONCRETE PAVING - U.5. 826 � r , �] !I` 7 � i 1 ., � .-, - — , `• � 4Rrk = �,c'�� SC} k�. t • ►1 1 r T +r <� • / 1 � � � � � +ri �` .� 6 � � � w � O � 5[-��ET 2 SHEET 3 � � � Q � � o p' w. afl�.r sr. ��--�� ,�� oa.,,.zoz� SfD ON TFSE YEXA5 S7ATE PLANE TRAL ZONE, NAD 83/93 f20l11. ALL COORDI�IATES. �; y ¢ � � 0 J � � � � iE � � � � � � SHEET 4 8 SWEET 4 TQTAL = 5.975 5Q. F7. f � t� � �` .�, i; .., •. �+' _ �'._ .,... '� • r � a1r� . � �� •� � �� ' '� . ,' ' F . � � � � � ��.�� a _ I . �, �? 1 � - � � _ � � � � 4.5'� F1 � � I � . _ � � , . � . .� ,�~ ''� , .. �. � ' � - ' t �' � �.� •. ■ � ��i .� ' . � � � �}�R�A � 4�C� 5� FT, r �L L , + 1 ' �. . �� ., . � . , �� r 4� � . t�`�,''� � � : - . +' �� ; c - -� .. • � � . �i � � � � ,_ � , � , ,,,�i'. �ct.rr—.` _.�7,�+� = f�}� �+ '.�7.�. 'E��: r� L. V� r� . � �� : � �� r� r � �. � .� ��-� a ,*�-� �. b�. � ' , r�G. � ' � �. ��! T �;. ,��E� _ �6 �i , � � . � � �� ~ s s . � � - �; � ,� � � �0. �" ' �R-� _ ��, SQ. FT, � , � ,' - ! � - ' e � �� i - .-4 -- --� r� _ � '}�� s . - _ f � ►�_ � � � � � � � r ��r � aai,�izoz� 5�D O�i THE TEXAS STATE PLANE TRAL ZONE, NAa 83/93 [2Qi11. ALL COORp1NATE5. SHEET 4 TOTAL = 5.975 SQ. FT. �, �� ' --,�, �-. _ . . � � � � iL� � � — �-- — , ♦� P � + � � �� I ��?�Q = � � ��F � � � � �� r-' � � � - 3 ��° . � - - - - �. � � -.� �1 �8:1i/202� 5E0 ON TH� f�XAS STATE PLANE IRkL ZDWE, IVAb 83/93 t2011). ALL COORDINATE�. � r � -- � 1, j i+� �1 ;. r i_ . � - �' . 1 r� � w �. � 1A� �� • � ,�R= A = r � � � � .+ � � e � � �. 1 - + i � L 4 � +' � y � -- �'� , � ! „; �r, ��.i � �• ' - ? � � � ��o � 5G'. r - „ �+ �', ��S � � . C'�i. '.� ;.- i � �^ �,� _ � �: ;s... v � -�- � 2�. �' ___ �.FEA --. r _"'l, J � s 0 � � � � � � � �' � II �`'� �� .� 'r I .� �, �55 5Q. FT ; f � . � � a SHEE7 4 TOTAL = 5.975 SQ. FT, _ ��_ � � � � ,}' , t � � � �'! � � ■.# �� ,''� ,� ' _ . �R`-1��" � '� �� ■ - ._ . . rt i*��.. � # � �r - � ;4 � � � _ ��T � .� i � ' � �. �� + • r �. 1' . 1. 1' A�Sc� = 1. �2' �Q. F". ' ' _ a = 7 s� �a. �r. � , �• - � • . �� . s• _ � : . ��. z+ . � . , �,��. a• � �,� � � 1 - � � z�. � — � �u.5• 13.8 v �n � ��, g. � � �v '�1'. L�i�� T S i�. � �',�, 1 4�J. 1 ' � #�t� _ �1�78 5�� ,�T. - `t' � } n`v,. � � 1 � �. 2 _ �...� --_�� - -- �—��` _ 1 3. G` � A:,E�. _ ?, ��'� �AREA � �� S�'. FT. - . � � . r f _ _� - . - ' r y �� . � i�'`�r�• ' , � � .r + � . . • � - � 08/11/Z021 SEQ 01� 7HE TEXAS 5TATE PLANE TRAL Z4NE, NAD 83/93 f2D11}. ALL COOR�INATES. � � � �� ! � � SHEET 4 TOTAL = 5.975 SR. FT. � � J J r.. 2 L1. � � _ 5G��Ez 2 �i � a � ca z H Z Z lil 7 vi S[�EE� 3 F � � a � 5HE�T 4 i � �I �� - ; � � � � � � �� II I W, MORNINGSIDE DR. �' � � � � _ � � L.L.� 2 07/30/2021 SEO ON THE TEXAS STA7E PLANE TRAL ZONE, NA6 83l93 f2411). ALL COOROINA7E5. �i � a � c� z H z Z W 7 l/7 � � � a � � � a � � 0 � � C!1 SFEEET 5 � � � � ❑ �. Mo�NrN�$rdE SHEET 4 TOTAL = 3,760 SQ. FT. SHEET 5 TOiAL = 2.698 SR. FT. � �� , r � .. �■ f �� 1� . ! � z _.;.�, � - _,F: r` � �• �' 1► � ,R� r �� ►f ., �. Y W�r� . �� ' 1 � l 1 . • �� ri r � } } -f `I y ` . ` r a � �� 4� � + '� �k � r , , � - a -�,� - � .. _ . '� � _+�r. -Y --.�.,:..r...�...F �^� � r� �� ti - � ,. . � , , T u a� �� _ ._ � _ _ —. . _ � x o ,:,, AR�A = o�� 5Q. L�. A=�E,� _ �15 SQ. Ft. AR�d - ��8 SC. _ . : �. 0' G. �' i $. $ ` �a :4 � ' c� �� - r- � �; � ��. �' �' 1 5. 4 '.� r-a '�s �: � 4N. hd�RN��JC�?i�E 7R. t9.$` _ ^ � � � �, � � ` 1 a � �'� i 8 . 3 ' a� . _ � � �.3 R ��k = ��4 5�. rT-�. Iyr7 �. j 4 . I��'' � , N - � E � � �_ ; � � o7i3oizozi SE� ON THE TEXAS STATE PLANE TRAL ZONE, NAD 83/93 [2D?1J. ALL COORpIHATES. r� � � R�. A,=,�3 S� S R, F T', Ik r ii.� 1 0. 7 , �9. 3' �� kF?E,� _ , ��5 5�. . . - `� � ��. �' �7• 'J�, r��?�+I NG� i D� L�r . 1 &' � � ,' ��. �" " :5R%,k = � , 1 �� 5Q. h � . ,,. a �[ � � y �� , — t � ~ { , � �;�it .' ��S '.r. . �, y+� �. ..�� : _ �� ; � � . ��, � �•�• �-. � r� � . _ - _ -- -� = I .. SHEET 4 TQTA� = 3,760 Sq. FT. SHEET 5 T6TAL = 2.698 SQ. FT. R * ' �`=� , • � w �� 7 � r 4 �� '-�- i � �. �- ,, � � 0 � �� .�� i� ��., �I�I � � . � � � . � , � w � � � � � AF�Ek = ��T Ss�. �FT, � , o. � �- � ' � �1 #�' i � � � r- � . -' i.�~ :A kS � ^ � "�� 14 8' � 1 3 . 6 ' _ _ � � � �i . [7 ' a�� +1.`�,E.d,� I , � ' r 50. r A4�p - 3�C� �� FT. ��. �' � �, 'N. hl�]�hi�i��ID� �]R. � 1 �� *� �{�� kp . �• �+ AR�k - �' �S� �1�. � i . —, . , , - . ,� _,� , . .�r„�-- • _ ` ,�� i.�..� •� r.�/ �- � - • ' �' � . i � ., ,� . r +, � . r � � ', •� �, �� y� � � � � ��-�. � �: . ,�� - k * } . � �� ,,:;��. . '+. `j. + . �, r..:�• �37r3o�2uz� 5E4 ON THE TEXAS STpiE PLANE TRAL ZdNE, 'VAp 63/93 (201?1, ALL C4DRDINATES. �� .,�.r.�„� s�. rT: i i 1 , i � � '�r ' � i �=�,i r � ;-v �1, �� .-�. � .� 1'�. - .�� , _ ._ .,..� � .- � ! r ._ � � � �� `� � , � r�^ � � ~�� . � _ « � � '"s 'd . � n, � �s�E� _ ��B SQ. FT, c�, 1 � . S �41�EA — � �0 .Su. F T. 1 �, �„ eo � ��i.?� � � � • .� � � � � 1�.�r � - �� A = �� Si:. F� �� 1.3.�` — _�i�.�. _ . -r �� r , � �� a ,.��. 'i • � �^ 1� _ i� � r� � .� �• � �, � ; SHEET 4 TOTAL = 3,760 5Q. FT. SHEET 5 TO�AL = 2.698 5�. FT. -` a��•4_ � �. �' �';.� , , j �' rrr' � � 1�.� Y' ~�� • 1 * k i; � � + � � �,�.' ��y� � � ��' ��.- _. t , ,� .,,. , � ,- ..�." i' . � �` ; t at ;' `� • . 7,f�. � � �� i. 1 i i +�. � � i3.4 ' , � iD � - 1'2.. �. ... S �Q FT. .'� ' • _ _� j� f�� ;.. ,:�� `fl � � r .. �� 1 _ � �F .C' . ._s.� . ',,�! '� ��C 07/30/2021 5E9 QN THE TEXAS STATE PLANE TRAL ZDNE, NA� 83/93 f2b11). ALL COORDIHATES. � r F�. � - . 3` ; i . ,1. . � i ^ t� �' I � � � � n 1' � Lu � } � _-' � � �AF3E,4 = 1 . ��3 �G. FT, % f �� . � �� o � . r`, r+-y - -�J; 1 ��' �'�t•�. �� i ! e , � ti _ �4'�.� � . -� . . � � � } _ � 0 .�',ZC'.� _ � �7 �k2 � . yy � fF . t� i � � �'. ME�F�NI�VGS��E GR. J 1'�, p� - S 4, � a+ a 1 �. Q �+�R�� Sp FT. �I , �, �r 1_ r� _ � i . i. � � 's . � • � �� . � + tI ,��; :. k ` �'� � • f , , ' - � f . � � 1 4, �' � ------�-��r-'S � � o p 1 �. �f .4Rrk = :� �� 5� FT, I �� w � � � � � r Cf .� - AR�, � � � L 7 � � SHEET 4 T47AL = 3,760 5Q. FT. SHEET 5 TOTAL = 2.638 SQ. FT. y�� :� � � � � , �+` ^� � ' "r �� . ' � , � � V' ` �. • � . : .i 3 � _ � i� . . �' y4 < " �'� �'� � 1 ' • , ��'f,. . � �G': a � � '" ' _ .��,/ �� • • - � - � "j r � w � � ; � ��: . � � I i�'ar �� s �_� . j . . . . � _,r �' � . .;•� • _ 'i�� . � _ • w ,i � .. {�,.,. . � � . • ti � � � _ � �� —� , „ � ' ' -.. a , NR=�. _ ?7 5Q. F�f. � i i, �r � � � .� t� �� , � � S, t � F' � - — � � �"f ".. ' � � 19.0 SQ. FT,v- . ��. � ��. , 1*.�}X$ �.� ' - �, _ - - . , � -;, �, ' •�►. ` _' ,�,. - '� 'M k � • �. —. � � { '..'�� Y� ; . 07/3D/2021 5E� ON THE 7EXA5 57ATE PLANE TRAL ZONE, NAD 63/93 f20111. ALL COORRINATES. �ti �•� A � � � �-- — L ��; t r .4. �, AR,�e = 251 5�1. FT, � � � �� fi+ � .� '•r' I, � � � � � .i � A' �� •ti � ".� 'r � � � � � � I�=� - 1. 1� 9 �{�. � T. S . �1A 1 hl �a i . � o . ° � ;� � �� 1 � , �s � �' ��i�;� . ��;�� a ��; t -�� . _ ,_� � _ -�� SH�ET 4 TOTAL = 3,T60 54. FT. SyE�T 5 TOTAL = 2,fi98 5Q. Fi.