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Home My WebLink AboutContract 57251� � .� � � ■ �"��T' ��'�T� �� p�� IIiTS�1��JCTI�l1`1 O� ,4.� � " ��eF�l� � ' ` �! � �� l�To I�nvea°s�dle �U�iv� �r�o�n Go��rn T��i��n�� I��Iler�-l��lks Cn�y 1Qro,j�ct li�oa kmll56� 1Viattie'�arker 1Vlayor IDavid Cooke �ity NJCanager �illiaxn Johnson, ]P.E. �irector, Transpoxtation and Public Warks I3epartment Tv�ichael �. Owen, F.]E. City ]Engineer, 'Transpartation and Fublic �arks I�epartment l��°��are�i �o� Tl�e �� 'o�t �Yo�°t� ']�r�m�por��on � �'ubli� �V�r'k� �0�1 �� I�K�L �� '� I�� a� �,,�� P�lF3'�C�—IIL��--i ��t�Pi�� N� � ��PER v ,i �� OF T�L�,;�1•yC� y esaeso �! 4 � �°+,pe !�' �� ire� � 'o * �� :� t 1t : ' t4 '� k7+ e[ �oameoaeoo�eoeeonea ea��ee/� � n" � Js3SEPH E. Bf?�;i)LE'Y � p ��,,;e, oas �+�� r s,sea0.�� ;�.c �. °�,'�r sr S� �� #kr�S� ��:�.�a��'� ��y a��aa-i �� 3�� `8`�b�r�T �d[a. � �o�c� � ��T��T� PROJECT 1�A1�TUAL FOR THE CO1��TRUCTIOI�T OF N. Riverside Drive from Golden Triangle to Keller-Hieks City Project No. 101�6i Mattie Parker Mayor David Cooke City Manager Williarn Johnson, P.E. Directflr, Transportation and Public Works Department. Michael A. Qwen, P.E. City En�ineer, Transportation and Pub�ic Works Department Prepared for The Gfty of ForE Worth Transportation & Public Works �0�1 �� I��i��1�K�L �� f��,�l�� \i■��I f�A�Kb1LL��IriYl i Fi&��R 5`�� FO� � � � v a �,�A�c�..... r�sj��, .R r �� jr�r *�� '•, � ij -n ¢�� . , :' ::......................:.*� � °' � JOSEPH E. BRA�LEY % � /�.% :....................• �Q'i ��+�p�c�•: C�Z� S �p`�t��, � V �//L..f/u-�`�% _-� - �+; � ��f � �E� , 7/12/2021 � - -_ � � � �� VY � . - � f`�.1I� : ". " '� _� i � � I� I � � �y �1� ��'��o�� Y Standard Constr�uc�ion Specification Documen�cs Adopted September 2011 00 0o ao STANDARD CDN5TRi3CTION SPECIFICATIOAI DOCUME3+ITS ��CaY'��{`i Qd �0 �Q TABLE OF CONTENT� Division. 00 - General Conditions Page 1 of 8 Last Revised 00 OS 10 Ma or and Council Communica�ion 07/01/2011 a0 OS IS Addenda 07/01f2011 00 I 1 13 Inviiatian to Bidders 07/19/2021 QO 21 13 Insttruuction� to Bidders I I10212021 00 3S 13 Conflict of Interest Statement 02/24/2020 00 41 DO Bid Form 03/09/2020 00 42 �3 Pro osal �arm Unii Price 01/2D/2012 00 43 l.3 Bid Bond 091111201.7 00 43 37 Vendor C.or� Iiance to S.tate La�r Nonresident Bidder 06J27/2011 QO 45 11 Bidders Pre ualificat�ons - 08/13/2011 00 45 12 Pre uali�caf�an Statemenfi 07/01/2011 00 45 13 Pre ualiiication A lication 08113I2021 00 45 26 Contracior Co� liance wiih Workers' Com ensation Law 07/01/2Q11 00 45 40 Business E ui Goal 10/27/2Q21 00 52 43 A eement 09/01/2021 00 61 13 Performance Bond 07/01/201 T 00 61 14 Pa ent Bond 07/01120i 1 DO 61 19 Maintenance Bond 07/01/2011 Oa 6l 2S Certaficata ofInsuxanee 07/01/2Q11 00 72 0� G�neral Conditions 08/23/202 00 73 00 Su lement Conditions Q3/0912020 Division Ol - General Re �iremants Last Revised 01 11 00 Su� of Work 12/2U12�12 01 25 00 Substitution Procedures 07/01/2011 Qi 31 19 Precon�st�rruction Meetin QSI17/2012 41 3120 Pro'ectMeetin s 07/�112011 01 32 16 Construction Schedule 08l13/2021 �l 32 33 Precanstruct�on Video 07/01/2011 Q1 33 00 Submit�als 12/20/2012 01 35 13 S ecial Pro'ect Procedures 12/20/2012 O1 4S 23 Testzn and Ins ection Sertvzces Q�/0912Q20 O1 50 40 Tem ora Facilities and Conirols 07/01/20I 1 O1 55 26 Street Use Fermit and Modificaiions to Traffic Control 03/22/2021 O1 57 13 5tarm Water Pollution Preven#�on Plan 07/0112Q11 D I S 8 13 Tez�a or Pro' ect Si a e 07/01/2011 O1 �� 00 Praduc� Re uuements 03/09/2020 Ol 6.6 00 Product Sto�a e and Handlin Re uirements 07/0112Q11 Q1 7Q 00 Mobilization and Remobilization 11/22/2016 O1 71 23 Con�tructian Stakin and Surve 02/14/2018 O1 74 23 Cleanin 07/01/2011 O1 77 19 Closeout Re irements fl3/22/2021 Ol 78 23 � exatian a.ud Maivatenance D�ta 12/20/2412. CITY OF FORT WaR'i'�T N. Riverside brive from Golden 'T'riangla to Keller-Hicic� STAI�DARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #101567 Re�ised Septemher Ol, 2021 ao 00 00 STANDARD COI�lSTRiTCTIOi� SPECICZCATION DOCUMENTS Psge 2 of 8 O1 78 39 Pro'eci Record Documents 07/01/2011 Technical Specifications which have been rnottif ed by the Engineer specifica�y �ar this Project; hard copies are i�cluded in the Project's Comtract Documents Di�rision 0� � n�� n�� n�� Conclitions ,�s��.�_� ■ • :.�?� Date Modified Division 03 - Cancrete Divisian 26 - Elecfri�cal Divisinn 31- EarthvvorK �1� 3123 16 Unclassified Excavataon 7/12/202i 31 23 23 Barraw 7/12120Z1 �',� ,��,.,s,.,.,�,,,., .�t� 31 25 00 Erosion and �ed'zzx�en.t Cantxol 7/12/2021 �r� � �� CIT'Y OF FDRT WORTH N. itiverside Drive &om Golden Tiiangle to Ke1Eer-Hieks 5TA3�iDARD CONSTRUCTIOAT SYLCIT'TCATIOI� DOCUMENTS City Project#i01Sb7 Revised 5eptember 01, 2D21 i ii � � � ". . ..i7 �� 1 A ..r,_,. ,..�,.,.�s-,.-.......; .�«� �� : �-.le�:n��a��i1:�ii��,.....�..L7�,n i� � � - �� i �� , � e� � i � - �:.O..ee.�.,� � � .' � I t � � - - - ..yl•.i�rr nxe �� l _ � � _ � '. ..�. y�iei�4.�.��:�.. 'i'�`�` �_ � "L� � , ' -�.a r�•r:.-.��. - _ �f ir�,,,a w�ti�� I � � � � � � � i s � � � � � � � � � � � � � � � � ! �� ♦+G r w-a �•� , � • rfTST!!t' . e � ��2!'!�l�RSf I�!!T-S�� E't'!-� r'a si-�� CITY OF FORT WORTH �3. Riveiside Brive from C;olden Triangle tn Keller-Hicks STA,NDARD CON3TRUCTIQN SPECIH`ICA'ITON bOCC3MENT'S City Project #] 01567 Revised 5eptember Ql, 2Q21 0o ao 00 STA3VDARD COP€STRUCTION SPECIF'ICATTON DDCCTMENTS Page 3 of 8 00 00 oa STANIIARD CONSTRUCTION SP�CIFICATIOi� IJOCUML�NTS Fage 4 aF 8 CITY OF FORT WORTH N, Riverside briva from Golden Triangle to Keller-Hicks STAND�1ItD CONSTR[ICI`ION SPECiFYCATION DOC[7MENTS City Project#1O1567 Revised �eptembez Ol, 202! 00 UO 00 ST,ANbART] COt�T�'T'RIiCTTON SPECIFICATTON I}OCZJ3vIENTS Page 5 oF 8 Technical Speciiications listed below are included for �his Pro,�ect by reference a�nd can be viewedldownloaded from� the City's website at: httn:Ilfortworth�e�as.go�ltp�vlcontractarsl or https:/lapps.fortworthtexas.�ovlP�•ojectResoureesl Divisio�n 02 - E�is�in Conditions 02 41 13 Salec�ive �fte Dem�lition a2 41 1A� Utilitv Remo�allAbandonment 02 41 1 S � Paving Removal Division 03 - Concrete Last Re�vised 12/20/20I2 1 212 0120 1 2 0 210 212 0 1 6 03 30 0� Cast-In-Place Concrete 1212U/2012 03 34 13 Controlled Low Siren th Material CLSM 12/2�/2012 n�� r� r�-�� D3 $0 Oa Modificaiions to Existin Concrete Structures 12/20/2012 Division 26 � Elcctrical Division 31- Ear�hwork 31 OQ 00 Site Clearin 03/2212Q21 �z_t� Tr .,i.,.,�;�;,,,a �..,..,.,.,+:,,,, ni r�� 31 23 23 Borrow 01128/2013 3J 24 00 Embanlanents 01/28/2013 �T�B �..,,.,;,.w .,.,a e,.,a,,.,.,�rf r�-,.,,+...,r nnr��m, 2 �� 1 '7 /'7�V�11�� 31 37 00 It� za 12/20/2012 Division 32 - L�'ztte�rior Im rovements �'�� -1-� 32 01 18 Tem or As halt Pavin Re air 12/20/2012 �'�9, , � r�.r�� '�� 32 11 29 Lime Treated Base Caurses 12/20/2012 �'�� 2�� . n4 r�o i�� , z �h��n� �� -1�A��9I� 32 13 13 Concrete Pavin 03/19/2021 32 13 20 Concrete Side�vvalks, Drivewa s and Barrier k'ree Rana s 04/29/20�I 32 13 73 Concrete Pavin Joint Sealants 12/2012p12 �� , � r�z-=,-�� 3216 13 Concrete Curb a�d Gutte� a�.d Valle Gutters 10/05/2016 CITX OF �QItT WORTH N. Riverside Drive fmm Golden Triangle to Keller-Hicks STAND,�RD CONSTRUCTION SPHCIFICATION DOCiJMENTS City Projact t�1a1567 Revised September Ql, 2D21 oa o0 00 STANDARD CONSTRUCTION SPECIFICATION AOCt 1#vIL�NI'S T'age 6 of S 32 I7 23 Pa�vemez�t Markin s 11/22/2013 ��r � � �n�rra�,�oi� 27� F'T,.,:,, '�09,..0� �„ 71'!n�ea Y 7M�z 32 31 26 Wire Fences and Gates 12/20/2012 �'�9 ��1��1�� 2 32 13 Cast-in-Place Concrete Retainin Walls 06I05I2018 32 91 19 To soil Placement and Finishi� o.f Parkwa s 12/20/2012 32 92 13 �oddin 05/13/2021 32 92 14 Na� Native Seedin 05/13/2021 �� T«., ...7 C�1„-.,b.n t�!•l_��n�l�� Df�vision 33 - Utilities �� 27�nA 1�,1 I��„ !''.,,,4...,1 To�,+ C�M.,E;,. 27� '2 2� �Y7 �� e �� 33 OS 13 Frame, Cover and Grada Riz� s 33 OS 1� Er�z��'� � � i � � � � . 1 . 1 1 � 0 0 0 � � � 0 � � � 0 ,� 1.:�.� Adjusting Manhales, Inlets, Valve Boxes, and Other Sfruciures to Grade ry,,.,,.,.a+e tx r�+o� �c r.,., i Fn .<�..,. ��-,,,.,��,_a1� Utili Markers/L�ocatars Location oiExisting Utilities Bolts. Nuts, and Gaskets Water Services l�inch to 2-inch o,..,:1;..,,+ e,,,,�„a r.,+o ir.,1<.0 o �n��II n� »��- »i��F«o;io�i, 1 7 !'l�z 1 �7 !'1,� f11�z 1 7 M�rRv� v �. !1'7/fl�z. n� m� �,ro. r�� r � i��n�.� nn rno ��?. ti � r��o �''�z 07/02/2021 04I2�/2�} 17 ti � f�-�-�,-��r r �r��nr�z 1 � »��o; � ti�»�� y � r��z i � ��n� n�rYo n��. xz�2a�zola 1 212 0/20 1 2 1 2/2 012 0 1 2 �� nn r�q n�� tY/1� i�f!'l� � Y 7 !'1�� 02/14/2017 y�r�� ncm�� n.� »�� nn m�� y � r�.�� n i rn�T CiTY OP FOR� WORTH 1rT, Riverside brive from Golden Triangle to Ke2ler-Hici�s STAIrfDf1RD CONSTRUCTION SPECIF`ICATION DOC[TMENT3 City Project #10L567 Revised September 01, 2Q21 0o ao 00 STANDARD COIVSTRi3CTION SPECIFTCATTDItT 170CiT3VI�t�ITS Pege7of8 �-�Y� 0 � � �� r.rnr" �� % �� s.. �� $ �� 3-�9-�9 �-�9-�9 ��49 �� 33 41 10 �-� 7 ��'� Z2 A�7 1 �� 33 46 00 �� 2'2�-ia-vz 33 49 l.0 334920 33 �9 40 Reinforced Concrete Storm Sewer AipelCulverts T,. ..,1.. ll« Cast-in-Place Manholes and Junction Baxes Curb and Drop Inlets Storm Draina�e Headwalls a.nd'VL�ingwalls � . �_ . . � A � _� �. i � � . � i �--i e � y � r�-�� n.� r��r�� y�»�� y�»_z.a� 0�4 z , � ��-�� ,�r�� nA r�o a� r� ��_ 07/01/2011 , �i��o;��;� 111Y� '21��3 n m��r�n.n�- 12/20/2012 n� tn�T n-r �n�T 1212Q/2oi2 1212a/2012 o7ro�i2oi1 C1T'Y OF F012T WORTH N. ltiverside Dtive from Golden Triangte to Keller-f3icks STIINDARD CONSTRUCTION S�'�CTFICA'CION AQC[IMENTS City Project #I01567 Re�ised Septembar Oi, 202I p0 00 00 STANDARD CO�fSTRUCTION SPLCIFICA'ITON DOCi1MLNTS Page 8 af 8 Appendi� GG4.01 GC-�.02 GC-4.04 GC-4.06 GC-6.�6.D GC-6.07 GC-6.09 GC-6.24 GR-01 b4 00 Availability of Lands Subsurface and Physicai Conditions Minority and Woman Owned Busxn.ess Enterprise Compliance VVage Rates 71'""'_"a.. _._� 7Ti.1.!u.__ END OF SECTION CTPY OF POi2T WORTH N. Itiverside Drive from Golden Triangle ta Keller-Hieks STANDAIiD CONSTRUCTI03�F SPECIFIC,ATTDN DOCXIM�NTS City Peojeet #10i567 Rer+ised 5eptemUer 0 i, 2021 �11/ISI�N 00 � C��AL CONDI�IOf�S �� of �ork Wart�r, �11��C ��1� Texas ��I..I��I� ��I"Y��..��11��1�1"1 DA7�: O��Q8l2� �J9&� FILE NUl�1��i; Pk+l&,� ��-Q7�]4 L.�G N#ME: ��NOFiTi-� RfV�F��ID� DRE11E COfUS� SUBJ�CT (CD 7}Autl7orize �xe�uR;pn oi ��o�E�ac�,r�lll7 Mc�lendcn C�n�ar�ackl�an �ompar,y, Inc. �n ��+e Amvun� ot �},125.�i�1,A5 iar the N�r{h Rlverslde �rivr� Ruadway V�+idaning ProJe�l b��v�t�an 0a�cfen Trlan�Je BouCava�d ar�d KeFler H3c�s �to�d, Adapt Ak�a�h�d A��roprlaiion Dr�lnan�e� an� Arnen� �I1e �Esca1 �'��i's ��2�-�� Capilel FGr7��ven�ertiR pragr�m {,��9$ �ond Progr�m) #��COMM�C�1Q11TIOh1: Il �s recommenqacl �hak the C�1y ��un�lE� 1. A��a7a�9z� �x�G�,�+o� �f a car�lract +r�irl� Mc�le�don ��nntr�,cllnR �ra��+pany. Inu. �re ih� �rEr�ur�a o� ��.i 2�.PrQ1,d6 i+ar kh� cansiru�kian vf Rtr� Narth Ft��eerslds €�rlve Roadway 1'Vidanln� PraJo�t between �olden '�rlan�ie Boulc�vard and kCeHer Filcks f�oad ��ily Peo�ec� �a, 1��6�'�; �. AdUpl �he r�lE��hed �ppr4prl�tlan Utdl��rfCe adJu�llrl�l �pprO�rF�lls�n5 ITr t�� 18 ��r�d Progr�m F�nd, In 21i� �rn�unl c�F �60�.040_00 kry In�feasln� a��ro�riet�ar�s in t�e �loMl� Ft�vefside I]rlv� �ro��c� {�;iy Pra�ec� hf� 1 f�'� 5£7}, an� decfeasing appropC`ralians I� Ri�� ALrkharFzed, P�lo1 Ap�rrop�I�lCd Pro�ec:'. fGlly PruJeci hlo. U3�3�48� by �Ir� same �r�o�r�i, foF the pur�q3� of �unding G�n3Cr�Cilprl C��S; ��7d 3, Amond Che Fiscal Years 2Q�2-�02� C�pii�� Improv�m�rr� P�ogr�+x�, Ir]�.i.1F��.[�].r � Th� 2��8 B�nd Pragr�,m �I�oc�ied �unds fior lhe rec�nskruc�lon o� N_ Rlvarslde �rlve beM+�en �oldea7 7r�engle �oulavard and �(�11�r #�Mcks R��d whlc� wHf i�aclu�e 4ho re�onstrucsaor� aF appraximakoty 2.�Q0 ifnc�2r E�ol �f �a�4��s'1y, Th�l� segrT��Rk of cbf�Skr�C�lOrl Will wld�r� �h2 lwvs)-E�n� �Sp�t�kl r��d�ay ko � four-I�ne [Ek++IderJ l�prough[3r�. Th� ma�or i�p�s �f waEk corssast �i kk�e ad�ittan �P a k�a�flc sf�nal al ih� Intersecilon �f �1, Rlversl�e �Jrive a�d �elk�r WIckS Roa�. wlde:rrr�g k�re lwa•1�37� ��dw�y Eo �€ouf-12�ne di+�lrled ih�r�u�]�i�re, s�r�re�i ust�d �alhs. [lr,�iri�ge In�prpverrie�s�s �nd �� ttt€Itfor� �f skree# II�IsEs_ �anskfucllai� �s er�kicGpaled i� sa�rt Ir� Nferch 2C�2�. Th� �ddtlMor��l $600,�704.pq �n bo�r� i�nds IS ne�dec i� �und ihe p�ojeck thraugh constructoan cam��etl�n, �h� funds wl�l prirn�r�ly I�e �Bed far #�C�fi char�es, rnspa�lia€r serrle�s and lesiing, A�proxima#�;ly �:i,212,875.�D E5 svellabEe in lha Aa�lfrorl�ed, i�o� A�peo�iiate� �raject {�i1}� �`raj��i �f�. L�34�1 B). ar+ci kEte �tlo[�i�vn �i khEs �BOU��O{1,�f} �pprapriatiar� wlll raduoe Ihe �vaMlah�e �mount �o �2,612,9��,00. 7E,e inllaw�ng laUle s�rmrfr�riz�s �he Fundin� �c+r ihl� prajoq�; und 3�101 �, 2018 Ban�J �rag�a m Fund 3��4� — t'rarrs�arkatlon Impact �o� GapltaC Legacy ��nd i�#Jng AcCs3iiEcnal ndlr�� F��in� ��v.12�.000,00 60U,4{ �1,�0�,Q��.00 Rrojac# Tn#al� $�a.120,�f#0.0�}� $G04, Proj�at �atal �_00 �w�,T20,��_0� O,�Q �1,000,040,�p 0.00 �6.72Q,OOO.DQ rhe �rojact wes adverk�sed F�r b�d in il7a �or� LY�r�� ar-�ela�fam, �n D�ce�nb�t 2. 2021 Ihm faltowlr�g blds were reca�ve�k� Btcider �kmount TirrG� nf Comp]eti�� A+�c�l#r�don Constr�c�lor� CamP��Y �. ��5.80� ,�5 480 Ca�er�dar Days O�M Cor�s#ructEan Corp�r�t€pr� �,4�3�.8�17.99 M�h�la�r�r� ��nstru�Gar�. L,P. �4,�95,73�.�� Re�cor� Inoarpor�k�� 4,'��0,�40,A0 Warth �Ivik �ons�ru�kRan I$�.�7�,2�5.00 Con5117JCIioR �$5.4��,4$�,I�� Th� ad�E�lonal d��din� for �h�s pfa}ec! w�s not �n�luded Jn lhe F�scal Ye&rs 2�2�-��fi �a�ilal Im��av�menl Fro�ram h��ause il�e fiin�1 cons�ruoloon c-osi� h�cl nt�l boe�r� cle��efmlried at ih�} I€me ihe f�ap+la�i Imprnvem+�r�� Pfograrn plan was r��ve�nprxd Th� a�tian In rhls �1�y�r �nd Cos�r�cit �omm�nlc�t{ar� wllk amen� k�re �iscal Yea�s 2022-�0�6 �a��a] Im�rovem�ni I'r��rar� as appra�+ed in cos�r�eolian wik�r Ordir�an�e 25�73-0�- ��2i. N�+WE�� • t�1��iendon �onslruoEion �ofnpar,y. fr�c, Is In camp�ianc� witF� ihe �ity's ��sinass �q�lty Qrd"rnance by comrnFtting ta 3�i°I� &�slness ��Ity pariici�allo�r on �his pror�cl, 7h� Glly`s �uslness �yu�ty gpel on ifris pro�ec.� Is iG�'lo. Tl�is pro�ecl Is In�l�ded In ll�e 2Q� � B�nd Pro�ram. A1v�{E�ble �e�os�rc�s wlihln the Gsnerr�l Fund wUt ba u�ed lo provl�l� Ini�r�m �]�1�nCing u111U d2bt �B 'rBsuvd_ �rC� d�bk assoclated with the pra�eck Es so2d, bon�S prac�e�is �III rein�burse !he �eneral Fund In accor�ance� wltl7 tl7e ��oleme�k ex��essin� oFii�Gal lnte�rl ta I�eim�ufise ihat wr�s ed�pted as �art of �h� ardlnenc.s �anv�s3ln� 1h� bond �I�c<ion (OrtCln�nr� N�_ 23��B-D�-201 �) an�i s�bs�q�ent sctiorss talcer� by tl7e Mayqr �ntl �ountll. Th� projeci Is loca�d Ir� �{7U�1�IL �€��RIC� 7, �C�L_J.N�4l�MA7i�N I �Ei�TIFICATIi�H: Tfte Dlreci�r af Flna��e �e�ifies th�sl ful�r�� r� C�rr�nlly �v�i€ak�l0 In th[+ No�#h i�rVefslde �rlve proj��i wllhln lhe �41A Bond progr�in F�r�d �r�d upOts ��pr�v�l �f the �bvv� r�Cvmrrrendailasss an� a�o�llo� oi 117e sliactre�t appro�rlalian ��dlr�&nCe, f�r�ds wV,ll b� �va�l��e In k�ry 2�18 #3an� Prtsgrarcr F�an� 1� suppor€ kh� appro�eaE uC the abave reaommend,�llons anCE �watd r,f fhe r,or+�r�ci, Pr�or ko �n exp�nd�lurt� beJn� li�c�rred, ah� ieanspari�tl�r� a�rd �ublic W�rks D��sar��n�nl E�as ih� responsitiiliiy c�# verrfy�n� lh� a�e�;labllliy of lunds, 5ubmjtted �or �[ty Ma�at�er'� Offic� bv: I�an� Bs�r�h�aff 8� 18 Orfgfr�atin� 8�sir�ess Unit �E�ad: Vti+ll�lt'�m �Inhrtson �80� Add�ilonaf informatlort Canta�t; M�ky kfall b6G� qu as is - z A�D�NdA Page 1 of 4 SECTION 00 0§ l5 ADDENDA CITY OF F[)RT WORTH, T�XAS ADDE�TDiTM N0.1 Ta the Specifications and Contraci Documents For N. Riverside Drive (Galden Triangle Blvd. fa Keller Hicks Rd.) Paving, Sidewalk and Traffic Signal Improveraents City Project No. 1b15b7 Issued: October 28, ZO�I This addendum forms a pa1�t of the Speciiications and Contract Documents for the above referenced Project and modif es the original Specifications and Contract Documents. Sidder shall acicnowledge receipt af this addendum in the space provided below and acknowlecige receipt on the outer envelope of your bid. Failure to acknowledge t•eceipt of this addendum could subject the bidder to disqualification. This addendum includes the fol3awing: 1. I're-Bid Presentation An electronic version (in PDF format) of tlte presentation given during the non- mandatary pre-hid meeting held at 2:00 PM, CST on October 2b, 2d21 is atta¢hed to this addendum. 2. Pre-Bid Sign-In Sheet An electronic version (in PD�' %rmat} of the pre-bid meeting attendee sign-in sheet is attached to this addendum. 3. Minority Business Enterprise (MBE} Status It is recommended that all Cantractors planning to subm�t bids for the Project contact the City of Fort Vi7ort�t � Office of Diversity and �nclusion and request the latest certifed MBE jist. This certified lis� can be requested by e-mailing: �� ., .._� 4. Clarification on when questions are due: All questions need tQ be submitted via email by 5 PM, C5T on Tuesday, November 2, 2021 instead of Friday, Octob�r 29, 2021, CST. CITY OF FORT WORTH N. RIVERSID� DR. (GOLDEN TRIANGI.E TQ KELLER HICKS) STANi�ARD CONSTRUCTIQN SPEC�ICATION I]OCCIIVIENT5 CIT`1' PROJECT NO. ]0.1567 Revised July 1, 2011 ooas is-z. ADp�I�A Page 2 of 4 5. Pre-Bid Meeting Ques#ians Dwring the pre-bid meeting, the attendees asl�ed the fnllawing questions and tlie City af Fort �Vorth responded in the foilowing manner: Qtcestion #1: Can you add an irrigafiara allowance fnstead of providing a lurnp sum bid i cem. Resporase #1: Yes. A$S,OOD aldovvance for irrigatian madi�ications will be incduded rather than fhe Iump sum itern. Questian #2: Can you please clarify the aste�isk note peYtaining to the Unclassifzed Exceavation and Borrow. i�esponse #2: The nate sfmply states that the �heet 19 quantity far both excavation and borrow includes 1200 CYfor the r�emo�al and �'eplacement of the soft soils under the �t�oposed retaining walls and wings. This nate wers given to make sure the coniractors knoty �hat tlaese remave / r��place quantities were accourated for. Questiora #3: The rrainirtaum tt'ansysrse contractian joint spacing shown is 1 S' with sawed joints at the �nid points which would make them rat 7.5'.1's this correct? Response #3: The mintmum spacing shown is ataco�^rect. The cor�rect rrxinimum spacing is 30'. The revised sheet is inclrtded with this addendurn. Questio�a �4: The steel reinforcement called aut on Sheet 36 confdicts with the size and s�acing on the typical sectians and other details. Please clarify. Response #4: T7ze #3 bars Q I S" ceniers on S'heet 36 as correct. The typical section sheets �nd paving details have been revise�d accardingly cand ar�e included wath thts addendum. Question #5: Can yau please differentiate separat� the 6" asphalt Type B used for a detour vet�s�ts that used far paverrtent repaar over the propdsed box culverts? Respanse #5: Sznce they are the sar�t� bid item and fhe hid iterrts are lasted by the Ciiy of Fort Worth speciftcation, we feel thcrt it is not raecessary since there are so few Iocations. The 6" HMAC quanfity for pavement repair is 104 SY. T7�e quantity for roadwcry t.ransitians and detours is 598 ,�Yfor a total quan�ity of 702 SY. 7�ie quantity sheet hr�d an ineorrect amount, was revised, and is included with this addendum. Questlon #6: The length of culvert shown to be constructed in Stage 1 C wil2 be difficult clue to the size of or�r equtpme�tt. �ill the City allow us to close the road for� a couple of weeks to constr'uci the culverts across the entire widtF�? If not, can you combine Siages �B and 1 C? Response #6: The goal o. f the TCP shown was to adzvays allow for 1 lane of traffic i�a each dir�ection and to keep ft'om installttag tentporary trafft.c sagnals at Golden Triangie. The TCP shatvn is one way to accomplish this goal. If lhe cotttt'actar deter�rraines that there is a mare e�eient �ay ta construci th� culverts �vhile accamplishing ihe �a�c gaul, the City will be open to discuss modifrcatians to the pla�t. Question #�: Wlaat is ihe last dcay to submit questions? Response #7: T�re last day to submit guestior�s will be Tuesday, Navember 2"`� af 5: 00 pm rather than Fraday, October 29`f' as stated in the meeting. C1TY ON FORT WORTH N. RiVERSIDE DR. (GOL�EN TItiANGLT"1'O ICELI.�R HICKS) STANDARD CONSTAUCTION SPHCIF1CA110N D�CiIMENTS C1TY PR03�CT f+IO. 1U156.7 ltevised 3uly l, 2q11 f10�515-3 ADDENDA Page 3 of4 6. Modify the previous DO 42 43 PR�POSAL FORM section to mateh the 00 42 43 PROPOSAL FORM section attached to this addendum. The following Bidlist Ctem No. quantities were modified: � IT�M 3212.0503 - 6" Asphalt Base Type B- 702 SY The following Bidlist Item No. descriptions were modiiied, unifs, and a set unit price included, 1TEM 9999.0008 — Irrigatian System Modification Allowance @$S,OOQ.Q4 EA. 7. Replace the previous plan sheets 8A, l2, 13, l4, 36, 37, 38, 39, and 4{l with the plan sheets attached to this adden�um. 8. This Addendum No. 1 forms a�•e pa.it of the Specifications and Contract Documents for the above referenced project and rnodifies the original Specifications and Gontract Documents of the same. Acknowledge your receip� of Addendum Na. 1 by completing the requested information at the following locatios�s: {l ) In the sgace provided in Section OQ �41 OQ, Bid Form (2} indicate in upper case letters on the outside of your sealed bid er�ve[ope: "RECEiVED AND ACKNOW[.EDGED ADDENDLIM N0. 1" Include a signed copy of Addendum No. 1 in the sealed bid envelape at the time af 6id submittal. Failure to acknnwledge receipt of Adder►dum No. 1 below could oause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. AECEIPT ACKNOWL�DGED : I 1 � `� I:..I._.1.�__I ��,I - _- — William Johnson Director, 'T'ranspnrtation and Pubiic Wor�s I: Alejandra Ayala, PE City �roject Manager �iiE;��11��Ji1 ��Fi��Til��ill �t �f�re. �� P.O. ��x �9� �� • ��. osep� E. Bradley, PE arkhill Project Manager CITY OF' FdRT WORTH STANDARD CONSTRUCTIQN SPECIFICATI(?N DOCUMENTS Revised 7uly I, 201 l N. RIV�RSIDS DR. (GOLI]LTf TRIAIViGLfi TO KELLER HICKS) C1TY PROTECT`NO. 1Q1569 DO OS 15 - 1 ADDENDA Page 1 of 3 SECT�ON 00 U� 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 2 To the Specifications and Contract Docu.ments For N. Riverside Drive (Golden Triangie Blvd. ta Keiier Hicks Rd.) Pavin�, Sidewalk and Traific Signal Improvements City Project No.101�67 Issued: November �, 2021 This addendum forms a par� of the Specif cations and Contract Docum�nts for the above referenced P�•oject and modifias the original Specifications and. Cqntract Doeu�ents. Bid�er shall acknnwledge receipt oi this addendum in the space provided belaw and acknowledge receipt on the outer envelope af your bid. Faiiur� to aeknowladge receipt of this addendum could subj ect the bidder to disqualification. This addendum includes the following: 1. Additional Questions Plan holders have a�ked the following additional questions between the pre-bid meeting and the Tuesday, November 2 cut off, The City of Fart Woi�th r�sponded in the following mann�er: � Questian #1: On sheet 9 of the plans, some of the Erees to 8e remaved are labeled MES. �vhat does 111E�'stand for? how are MES labeled tr'ees paid to he removed? Respvnse #I: MES stands for mesquite trees that are less than 6" in diametsr. They are not paid for 8ut are considered subsidiary. Question #2: T'he retaining tivall as paid for by the SF, can yoa� please cla►�ffy how the sf of the retaining wall as �neasur^ed for this p�ojeet? Respanse #2: The area is rya�astcr�ed from the tap of wall do the top of foatirag. We have corrected the areas for both wadls and added a nate to the pian sheet aceordingly. The revised sheets are included with ihis addendum Question #3: 7'dae portable message bacrrd item is paid by ihe week, .�ome phases requi�e one rrl.essage boaYd while othet�s require twa, how rnany message bocrrds are being paid for each week? Respo�tse #3: If 2 messcrge boards are used, the con�actor would be paid for 2 w�eks for every week that th�y at�e in place. W e hc�e revased tlae qucantfty to accox�nt for the use of 2 boards and revised the units as wedl. T�ae revised quantity sheei is iracluded tivith this addendum. CITY OF FbRT WORTH N. RIVERSIDEDR. (GOLDL-'i�I'1'[tIANGL� TO KELI,�R HICK5j STANDARD CONSTi2UCTION SYECIFICATION DOCiI3vIEN'I'S CITY PRQ3EC'I' NO. 141567 Ravised July l, 201 l aons is-a ADDL'NDA Page 2 of 3 • Question #�l: The ex.isting typical sections show e�cisting 8" conerete, there is no existing typical section for� the asphalt road. what is the thickness of the existing asphalt roacl and what is underneath? Response #4: The e�isting plans indicate a thickness of 8" af HMAC waS ar�iginally co�zstrueted, Questaon #S: Please verify that only MBE participataon will be accepted for this project, during the pre-bid at was stated that sub-contractors must be MBE certified, how�ver the project manual sfates thut this pt�aject accepts both MBE and WI3E pr�rticipation. Response #�5: Per the 25I65-10-20,�1 Ordinance its 11�BE of• WBE f r�ms can be coupated towards the Business Equity goal. Howeve�', they must be certafied by one of fhe following agencies below and be an ihe local market. � Norlh Centrad Texas Re io�t 1 Certr tcatian A en o Dallas/Fort A�orth Minori Su Iie� Develo snent Council o Women's Business Cauncil-Southwest o Texas De urtment a 2'rans ortutian Question #6: Can the TCP be modifted ta make the project safer by constructing the upstream culuerts and paving first and tlxen transferring all t�a�c to the new puver►aent? The 6' x 5' box wauld be constructed at the same tame utilizing 3 or 4 naght closures. Resporase #G: See answer to question 6 fYam Addendum #1.1ra addiiion, the Ciiy woudc� be opera to nagl�t closures to construct the boxes and are open to discussing the pt�oposed modifications t� the TCP. Questian #7.• �f the city does not intend ia let us butld it as discu,ssed in questian #b, we woxsld need a temporary shora�g item to canstruct the box culverts as shown in the plans. Response #7: 85 LF of Trench Excavc�tion Protectiora has been assigned to the eonstructio�a of fhe 6' x 5' box. In addition, the HMAC pavement repair items can be utilized if the cantractor chose ta construct a slope rather than a campletely vertdcal trench. 2. Modify the previous 00 42 43 PROPOSAL FORM section to match t�e 00 42 43 PROPOSAL FORM section attached ta this addendum. The following Bidlist Itern No. quantities were modified: � ITEM 3232.02U3 — TXDOT STD RET WALL - RW l(L) {C) —1477 SF The follawing Bidlist Item quantities & units were madifi��i: � iTEM 3471.0002 — PORTABLE MESSAGE BOARD — 52 WK / BRD 3. Replace the previous plan sheets S, 8A, 48, and 49 with the plan shee#s attached to this addendum. 4. This Addendum No. 2 farins are part af the Specifications and Cantr�ct Documents for the above referenced pro}ect and modifias tt►e original Speci�cations and Contract Documents of the same. C1TY OF FaRT W�RTH N. RIV�RSIDE DR. (GOLDSN TR1A1�1Gi.E TO KELL�1� HICKSj STANDARD CONSTRZICTL[lN SPECIFICATIQN DDCI.IMENTS CITY PROdECT N(?. 101567 Itevised July 1, 2011 ooas �s-3 A�I?E[�IDA Page 3 of 3 Ack�awledge your receipt of Adciendum No. 2 by com}�leting the requesteci information at the f4llowing locations: ( 3) In the space provided in Section Oa 4I 00, Bid Form [2) Indicaie in upper case letters on the Qutside of your sealed bid envelope: "RECEIV�D AND ACKNOWLEDGED ADDENDUM NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time af hid submitial. Failui•e to acknowledge receipt of Addendp�n Na. 2�ielow co�ld cause the subject bidder to be considered "NONRESPONSIVE," resulting in disyualificatian. RECEIPT ACKNOWLEDGED : � � L1I I.r, . � ._ � 1_— .._._ ` ;- r� -----.�-_ — compa� �9�Ct��n Car�s�r��E�� i�a.� �t`�. p fl. �3�x �9 �3u�� 'X 7� END OF SECTION William Johnson Directar, Transportatifln and Public Wor�s : Raul E. Lo�ez, PE Progra�n Manager Department of Transportati4n and Public Warks � Joseph E. B�•adley, PE Paz'khill Froject Manager CITY E3F FQRT WORTFI N. AIV�RSIDE bR. (GQLDEN TRTANCLE TO KELLER �IICKS) gTANDtIRD CQ3�i5TRlICTION SPECC�ICATIdN DQC[JMEN'I'S CITY PROJ�CT NO. i O1567 Re�ised Juiq 1, 2011 q142 i3 6iq PROI'OSAf, H�1of] SECTION 00 42 43 PROPOSALFDRM Cfi'Y OFFUR7 WORTH N. Riverside Drive: Goken Tcieng�le ta Re1le -Nicks srnr+t�qsn coNsrxvc�7�N sree�[snnrnu oncoM�:ta'rs Ci .ty Prujec[ #101567 Fwm Ra��vd7013P170 UNI� �RIC� 1�1� �idder's Application 4D +3 43 Bfl7 PROPOSfii- poda 2 of Z S�CT[OPf 00 42 43 PROPOSALFORM C�'y nF FORT WO�2TH N. Rive�ide Drive: Golden Triangle to KeHervlGeks sFANUARn CtlN6TR17CT10N $��R'7CAT WN llOC[1MLN�'s [.'�1ty PfOjeCL Jkla �$fi�' FormAmiaA29120120 l�l�li PRfC� Bl� �iclder�'s Application 400515-k �DDENDA Page 1 of 3 sECTTorr ao os �� ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM N�. 3 To the Speci£'ieations and Contract Documents For N. Riverside Drive (Golden Triangle Blvd. to Keller Hieks Rd.) Paving, Sidewalk and Traffic Signal Improvements City Project No.101.567 Issued: November 8, Z021 This addendum forms a part of the Specifications and Cantract Documents for the abova re%renced Project and inoc�ifies the original5pecifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and aaknawledge receipt on the outer enveiope af your bid. Failure �o acknowledge receipt af this addendutn could subj ect the bidder to disqualificatit�n. This addendum includes the following: 1. Additional Questions Questfvn #l: Tra�c Sigraai Bid items 3�44I.1Z09 (Fur�aishllnstall BBUSystem F,XT Maunted) cand 9999.005� (Furnishllnstall 4G LTE Cellular�/YViFt Communications Modertt) and Illumanc�tion bfd item 3441.1632 (Instald Type 33A Arm} are missing frorn the bad propasal. Resportse #I: Iterns 3441.1209 and 3441..16:32 will be added by addendum. 2'he 9999. DO50 item, the Modem, is called out to be subsfdiary to flte cabinet in the plans. Question #2: Can temporary buttons be substituted for temporary pavement markings (Items 3217.0007 & 0008)? Response #Z: Yes. Temporury ba�itans muy be usea' irt lisu of temparary striping. Question #3: The crosstivalk quantities /pay items dan't match the new Ctry standa�ds for coratr�ast markings? gesponse #3; The pervement marking quantitfes /pay items have been updated and the quantiiy sheet and bid proposal haue been revised and included in this addendum. Question #4: i�ill the city pay for all rrtaterial testing? Response #4: Per S'ectaon 13.0� C of the Generad Condition�, "Contractor shall be responsible far ar�anging and obtaining and sha�l pcty all cosis in co�nectaon with any inspections, tests, re-tests, or approvals �'equired for City's acceptance of materiads ar equipmenC ta be incorporated in the Work; �r acceptance of materials, mix a'esigns, or equipment submitted for approval priar to Corrtractor's pur�chase thereaf for' incorporation in the Work. Sucl� inspections, tests, t�e-tests, ar approvals shall be performed by argtrnizatlons acceptable ia City ". CjTY bF FORT WORTfi N. RlVER31DE I7R. (GOLI�EN TRIANGL� TO KELI.ER I�SCTGS) ST:AIr[�ARD CONSTR[iCTION SPECIFICATI03d DOCi1ML:HTS CITY PRQTECT N0. ] 01567 Revised Iuly 1, 2011 000515-2 ADDENDA Page 2 of 3 Questfott #5: Is slipform paving rnachine required for this prdject? Respvnse #S: No. Fixed Forrra Paving (hand placed) is allowed. Questfon #6: In ihe case siipfa�m paving machtne is required, widl the cancrete strength remain the same 4, 000 psi? Respo�ase #6: Yes. However, per 32_13_I3 Concreie Paving �pecifrcation, the strength reguirement for hand placed is 4500 psi (Class H). QuestBon #7: Is it allowed ia use fly ash in rsady mix coracrete? Respanse #7: Yes. The Crty has pre-approved concrete mr�c designs anline anci the contract�or is allowed to submit a nora-sfandard mzx design for review. Questivn #8: What is the thickness of the �acastang asphalt pavement and clrrv�ways to be removed? Response #8: The exzsting asphalt paverraent is S" thick peY the original plans. Questian #9: What is the thickness of the existing conc�ete drtveways ta be remaved? Respanse #9: The �isting driveways are d" thick. Question #10: What is fhe thickness of existing sidewr�lk to be removed? Response #10: The exisling sidewalk is 4" thick Questton #ll: For the storm line, is it allotived to u�e pr�e-cast structures? (manhole, iralet% Response #lI: Yes. Approved su6mittals will be required. Question #��: Is tt requir�ed to conduct a televised inspection for t�ie storrn dine? Response #12: Yes. Pe�`for�m post-construction TV inspection af all installed re�rnforeed concrefe papes/boxes confor�n�ting to the reyuireme�xts of Section 33 01 31. Question #l3: For traffac contpol purpases, is it �equared to use dfgital a�'ro�v board? Response #13: As many as !wa (2) digital rraessctge bocrYds will be required for the project. Question #l4: Whai was the Eragineer's Estimate fo� the prnject? Respanse #19: ?�te Ertgineer's Estirrtate is in the range of �$3.5 -$4.5 rrtillion. Question #l5: �ild the bid opening be in person ar viYtual? Response #I5: The bzd opening lwill be in person in the council chrtmbers of the City of Fort Worth wfth the bids opened a�td rea� aloud at 2: DO �nz on Thursday, Noverraber 11. tf ynu do raot vvant to attend, the r�esults �tvill be posted on the Caty's Purchctsing web page. 2. Modify the previc�us 00 42 43 PROP4SAL FORM section ta match the 00 42 43 PROPOSAL FORM section attached tn this addendum. The following Bidlist Ite�n Nos. and quantities were added: � . 1TEM 34�41.1209 — FURN/INST BBU SYSTEM EXT MOUNTED —1 EA '� ITEM 3441.1632 — TNSTALL TYPE 33A ARM — 22 EA � ITEM 9999.003 4— FURNIINST 24" THERMOPLASTIC {CONTRA�T) — 480 LF CITY bF FORT WOitTH �f. RIVERSiDE l7R. (GOLDLN TRiANGLE TO KELI,ER HICKS) 5TANDARD COI+]STi��1CTION SPECTC'ICATION DOCUMLNTS C3TY PROJECT NO. l � I567 Revised luly 1, 20 i 1 QO 05 15 - 3 ADDENDA Page 3 of 3 The following Bidlist Item quantities were tnodified: 4 ITEM 3217.0301-12" SLD PVIVIT MARKING HAE (V� - 0 LF � ITEM 3217..0501 - 2�F" SLD 1'VMT MARKING HAE (W) -132 T.F � ITEM 9999.4004 - 6" BRK PVMT MARKING HAS (S1.ACK CONTRAST) -� 0 LF Included in new Item 9999.0014 + ITEM 9999.Od14 CONSTRUCTION CONTTNGENCY is naw ITEM 999.0015. 3. Replace the pre�ious plari st�eet 8 with the plan sheets attached to this addendum. 4. This Addendum No. 3 forms are part of ihe Specifications and Contract Documents far the above re%renc�d project and modifies the original Speciiications and Contract Dacuments of the same. Acknowlecige yaur receipt of Addendum No. 3 t�y comp�eting the requested infornnation at the following locations: (1} In the space provided in Section 00 41 40, Bid Form (2) Indicate in upper cas� letters on the autside of yo.ur sealed bid en�+elope: °REGEIVED AND ACKNOWLEDGED ADDENDUM NO. 3" lnclude a signed copy of Adciendum No. 3 in the sealed bid envelop� at the time of bid subi�nit��l. Failure to acknowledge receipt of Addandum NQ. 3 helow could cause the s�abj�ct �idder to be considered "NONRESPONSIVE," resultin� in disqwalification. RECEIPT ACKNOWLEDGED � William Johnsan Dir�ctor, Trasyspo��ation and Public Works � Alejandra Aya�a, PE Ciiy Project Manager Com_panv: ��al1C�3i� �QnS$�1,1C�tf?�i �t�., �Ci�. � �. �aX �� tl��, �-iz ��% END OF SECTION : �� Joseph E. Bradlay,. PE Parkhill Project Manager CiTY OF FORT WOATH N. AN�RSIDE DR. {GOLDEN TRTANGLE TQ ICELLER HICKS) STANDARD CbNSTRUCTION SRECIFICATION DOCUtvIDVT3 C1TY PROdECT NQ. 101567 Revised 7u[y 1, 2011 00424� f3SU PRopcYSAL Pnpn 1 o[P SBCTEON 00 42 43 PROPQSALFORM N. Rive�ide Drive; GoWert7'rixnyfe to KelleY-Hicks ED'YOFFORT WORTI� STANDARGUONBTRLLCTI6N Bl'}xlI1CnT1Dk IIaCUMEMICS City PcOjOct IF1615b7 FPimRwisW 401i6Iz0 l�Wl'� ��IC� �iD �idder�`s Application unaaa3 am rtwvagu Pa�+2of1 SECT[ON 00 A2 43 PROPQSALFORM N. Riveiaide➢qvR Golden Trinnglt+to KeAcr-Hicks CTTY OFi'�ilT WORTH arnNorxucaNsrnucrroxsrr:c�r7cnnoN oocuinerrrs City Prajxt IELOlSG7 v�a a.�wixni�a UR�{i PR{C� �1� �iddee's App{ication Ya�NoccqiCWRasu�l�VFv�ovNx6 ^�'��AFauVATCNatl[A!N%M�Mxo9dGV�nxoxI0RFG9NP/��NOEAAANNiM3vu4tSWlVPuiS�oNANoB � � 14p ��'SCHRICKEL �u 1w �`ROLLiN5 'A°r ¢�wmw Pp(91(HILL � i&COC)i'�1 �0�1��0� ,o . , � .;� � � � �� ,,� ; �R�� ,� ��b .��,�,E� m� NORTH RIWEpSI�E DRIV� {o�o oernoN Ronn) FROM COL6BNTRWNR�E 9LYUT0 I¢L.LEH HICKB R� ..�:� ��mwkeu0i.�..ti.,.i. l� �. crtrasranrxrom�+ier� m�r+eaortra� we wieucwoaxe & � � � � p Ah'f1a76E OR S �. uxn � g��, � 6 — ��n�v�ranaCPo�+'1 — �n� N.�RIVERBlDE PRNE ,„,A,«„„o„Qa ,� �ma OUA�1F17Y9UMMARIEB $ CIIY �� R� 1lVO�ili, i�XAS iR,�NS�Of�iATfON ARlD PUB�IG lNORK� �C�R�T{9dIEfV� A��1�I�DU� �lO. 4 ia �h� �peaifi��ior�s ancf Can4r��t Do��m�ntis �or P!. RIV�RSIDE �RIV� �G�LD�PI i�IANCL� �"� 14FLL�R HI�I�S ROA�) �IiY P�OJE��' ��. 'i�1�6! ADD�N�U�Ii Rl�. �, ISSUI�D PlOV�f�V��R 9, �0�9 This addendum is a notification to all prospective bidders that the bid apening far the above r�ferenced project has changed to Thursday, December 2, 2a21 at 2:00 PM (CST); sealed bids will be accepted up to 1:30 PM (CST). Addendum No. 5 to address the va�ious questions received to date associated wifh electrical components (street lignt and traffic signals} will be issued promptly within the next 2 weeks. Raui Lopez, P.E. Program Manager Transportatifln and Pubiic Works Depar�ment 06 05 15 - 1 A]]DEIYDA Page I of 3 SECTION DO OS �� ADDENDA CITY OF FORT WORTH, TEX.AS ADDENDUM NO. � To the Speciiicatious and Cantract Dacuments For N. Riverside Drive {Golden Triangle Bivd. to Keller Hicks Rd.) Paving, Sidewalk and Traf�c Signal I�nprovemenis Ciiy Pra,jec� Nv. 1O1S6i Issued: No�em6er 29, �021 This addendum forzns a pai�t �f the Specifications and Contract Documents fo� the above referenced Projec� and modifies the orig�na! Specifications and Contract Documents. Bidder shall acknawled�e receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acicnowledge receipt of this adciendum coujd subject the 6idderto disq�alification. This addendum ina�udes the following: Clarifications and New Question.s: It has come to our aiteniion that the fallowing response to a questifln frozn Addendum #3 is cont�•ary to City specificatians. The auesiion, response and clarificati4n are as follows: Question #S- Arlder�dum #3: Is sZ#pfarm paving machine required for this praject? Response #5: No. Fixed Farm Paving (hand placed% is allowed. Clurifeaiion: From S�ec 32 13 13 - 3.4.G.1 Ur�der "Placing Concrete ", "Unless otherwise spec�ed in the drexwings, the ftnrshed paver�aent shall be constructed monolithically and con,stt~ucted by machane laid method unless impractict�l ". Intersections, small pours art� transition seciiotzs are the only situations cansidered f�ar hctnd placement. New Question #1: Wauld y�u please locate t�he temporaryshoring on the p�arr? Response #l: We ha.ve no temporary shoring in the plan quantities. There is Trench ,Safety and additior�al pavement repair could be used if necessary. All would be xased to canstruct the culveris. New Questian #2: Can cont�actor use type A or D flex base in lieu of Type B? Response #2r No. Type B as required. 2. Modify the p�evious 00 42 43 PIZOPOSAL FORMsection to match the 00 4z 43 PROPOSAL �'ORMsection attached ta this addendum. The foldowing Bddlisd Itern Nas. and quantities were mod f ed.• CITY OF FORT WOATH N. RNERSII]E DR. (GOLDEN TRiANGLE TO KELLER HICKS} 81'ANDARi� COI�STRUC'I'ION SPECiFICATI07�1 DQCUMEIVTS C77'Y PROJTCT NO. 1015G7 Revised July 1, 201! Q40515-2 ADbEAFDA Page 2 of 3 4. Add detail sheets 17Q, 17i & 172 attached to this addendum. 5. Disregard plan sfneets 156, 157 and 164. They are not applicable to this project. 6. This Addendum Na. 5 fonns are part of the Specifications and Contract Docuinents far the above referenced projeci and modifies the origitaal Speci�ications and Contract Documents of the satne. Acknowledge your receipt of Addendum No. 5 by comp�eting tl�e requested information at tl�e following lacations.: (I) In the space provided in Seetion 00 41 OQ, Bid Form (2} Indicate in upper case 1el#ers on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWL.EDGED ADDENDi.IM NO. 5" Include a signed copy of Addendum No. 5 i1t the seaZed bid envelop�e at the time of bid submittal. Failure to aelcnowledge ceeeipt of Addendum No. 5 below could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. CiTY OF FORT WORTH i+]. RIVERSID� DR. (L'ibLDEN TRIANGLE TO KELLER EIfCKS) STAI�lDARD CON5Tl2UCTION SPECIFSCATiQN �OCIJMENTS C1TY PR07ECT NO. i 01567 Revised 7uly 1, 2(�1 I 3. Replace the previnus plan sheets 8, 138, I39, 140, I41, 1�2, 143, 144, 1�45, 146, 161, 165, 166, 167, 168, and 159 v�ith the plan sheets attached to this addendum. aoas is-3 ADBENDA Page 3 of 3 RECEIPT ACKNO WLEDGED � William 3ohnson Director, 'r'ransportation and Pubiic Works :_ Alejandra Ayala, P� City Project Manager Comnanv: 1'�9��Eei�d�� Ca��ttiC�i6flr� ��., °��. P.fl. F�ox �99 ��i��, Y� ��' END OF SECTION : �• �� Jaseph E. Bcadley, PE Parkhill Projec# Manager GITY O� FORT WQRTH N. RiVEASIDE DR. (GOLDEN T`RTANGLE TQ KELLER IdiCKS) STANDARD CONSTRUCTIQN SPBCIFICATION DOCLTME3�lT3 CIT'Y PROJECT NQ. l D1567 Revised.�uly I, 2U1 [ O11 A347 AID�PR�?I'o�N. Yego 1 �'2 SECTION 00 42 43 PROF'OSAL FORM cttvoeioRr wonn[ N. River5ide Drive: Colden Triangie ta Keller-Hicks SfANPARo CONSTeVCI'ION 5PECIIRCAiION PD.CIIM�S Ciry ProjecE A101567 r ,m�+��mzuiaazo� U�117 �RIC� �ID �idder's �4pplicaiion ooa� as ts� eanrosr�. PEeSaf] � SECTION 00 42 43 PROF'QSAL FORM cn'Y oF Fo7ir woaTi{ N Riuerside Drive: Golden Triangie tn Kell¢r-Hicks srnNonxo coNsravcriaN sYeci�cnnor+oacumeHis rem� am��a zuunizo City �'eajeet ft107 567 U�lIT �RfC� �ID �idder'� Application 000535-1 ADT�ENDA Page 1 of 2 SECTION UO 0515 ADDENDA CITY OF FORT R'ORTH, TEKAS ADDENDUM NO. G To the Specifications and Contract Docut�ten#s For N. Riverside Drive (Golden Triangle Blvd. to fi�eller Hi�ks Rd.) Pavin�, Sidewalk and Traffic Signal Improvements City Project No. 101s6i Issaed: Decaml�er 1, �0�1 This addendum forms a part of the Specifications and Contract Doeuments for the above referenced Project and modifes the original Specifications and Co�ttact Documents. Bidder shall acicnowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer en�elope of your bid. Failure ta acknowledge receipt of tilis addendum could subject the bidder fo disqualificatian. This addendum includes the foI�owing: L Clarifieatians: It has come to our attantion that there is confusian concerning the pay items for traffic signal pales and mast arrns. A cla�ificatian is as follows: Items 3441.19�1 - PO'V47DER COAT 5IG POLE & MA 16'-36', 3441.I902 �- POWDER COAT SIG POLE & MA 40'-48', 3441.1903 - PO WDEI� COA'I' SIG POLE & MA 52'- 60' and 3441.1944 — POWDER COAT PED POLE include furnishing, instailing and powder ooating these iterns, can�plete and in place. 2. This Addendum Na. 6 farms are pai�t af the Speciiications and Contract Documents for the abave referenced project and modifies t�e original Specificatsons artd Contract Documents of the same. Acktiowledge your receipt of Addendum No. b b� completing the requested infaimativn at the following iocations: (1) In the space provided in Seetion 00 41 00, Bici Form (2} Indicate in upper case let�ers on the outside of your sealed bid envelnp�: "RECETVED AND ACKNOWLEDGED ADDENDUM NO. 6" Include a signed copy of Addendum No. 6 in tlie sealed bid envelope at the time of bid subrnittal, Failure to acknowledge receipt af Addendum No. 6 below could cause the subject bidder to be considered "NONRESPONSIVE," 1�esultin.g in disqualification. CITY OF FORT WQRTH N. RIVERSIDE I�R. (GQLDEN TKIANGLE TO KEI.LER HICKS) STANI]ARD CONSTRiiCTIDN SPECIFICA'I`ION AOClI1VI�NTS CITY PRdJEC7'NO. 1D1557 Revised 7uly l, 2Q11 r 000515-2 ADUENDA Page2 oF2 RECEiPT ACKNOW�.EDGED : � � / _ �r�1 ► �`_ Alejandra Ayala, PE City Project Manager Com�n� �Y9��le��d�� G�ro��c�i�n �t�.,1s��,. �C). �ax �9� ��:�o�, i'X �5�9� William Iohnson Director, Transportatian and Public Works � � _ : �� Joseph E. Bradley, PE Parkhill Project Manager END OF SEGTI�N CTP7' OF FQRT Wb12TH Er€. RIVER3IDC DR. (GOLDEN TRIANGLE TO KELL�R HICKSj STANDARD COI�fSTRUCTI�N 5P�CIFICATION DOCt.1M�f�€TS CITY PRDdECT NQ. l O15b7 Revised Iuly 1, 2b l 1 ODll13 INVITATTON 7O SII7DERS Page 1 of 2 SECTION 0011 13 TNVITATTON TO BIDDERS RECEIPT OF BIDS Sealed bids for the canstruction of N Riverside Drive from G�lden Triau�le to KeIler-Hicks ("Project") wi11 be received by the City of Fnrt Warth Purahasing Offic� until 1:30 P.M. CST, Thursday, Decembex 2, 2021 as furtlaer described beiow: City of Fart Worth Purchasing Divisio� 204 Texas Street Fort Worth, Texas 761�2 Bids will be accepted by: US Mail, Caurier, FedEx or hand delivery at the address abor�e. Bids wiIl be opened puhlicly and read aloud at 2AQ PM CST in the City Counci� Chambers. GENERAL DESCRIPTION OF V�'ORK The majar work will eonsist of the (approximate) follawing: The project wflI canstruct the northbaund two ianes of a 4-lane divided facility. Major items include approxima�ely 2400 linear %et of reinforced concrete pavement including median openings and assnciated left turn lanes, a new traffc s9gnal installalaon af Keller-Hicks, streetlights and 46� linear feet of 6' X�' box, 5'� linear feet 10' X 7' box, and ��6liutiear feet 12' X 7' bax. PREQUALIFICATI�N Certain improvements included in t11is project must be perfor�med l�y a contractor or designated subcontractor who is pre-qualified by the City at the time of bid opening. The procedures for quali�ication and pre-qualification are autlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents rnay be exazxiined or obtained on-line by visiting the City ofFort Wort�'s PurchasingDivision website at l�ttn• �; uw.l�ort.:orthS -�-��:_��,hu��_ and clicking on the link to the advertised praject folders on the City's electronic doeument management and collabaration system site. The Contract Dacuments may he downlaaded, viewed, and printed hy int�rested conirac�ors and/or su�apliers. Gopies of the Bidding and Cantract Documents may be purchased from: Parkhiil 2�5 N. Ce�ter �treet, Suite 200 Arl�ngton, Texas 76011 S]'�-649-3216 The cost nf Bidding and Contract Documents ts: Set of Bidding and CQntract Docuu�ents with fu11 size drawings: $ 2a0 Set of Bidding and Contract Documents with half size (if availabie} drawings: $ 125 CITY OF FORT WQRTH N. Riverside brive from Ctolden Triangle ta Ke1lervHieks STANDARD CONSTRUCTiON SPEC3FICATIQN I}OCUM�CNT City Projeot #101567 Revised 7/19l2021 UOI1l3 1NVITATIQN TO BIDBL�AS Page 2 af 2 EXPRESSION OF INTERSEST To ensure potential bidders are kept up to date of any new infarmatian pertinent to this project, all interested parties are requested to email Expressions af Ir�terest in this procurement to the City Project 1Wlanager and the Design Engineer. The email shouid include the company's name, contact person ana that indavidual's email address and phone number, All Addenda tivill be distributed directly to those who have expressed an interest in the procuret�.aent and will also 'be pasted in the City of Fort Worth's purchasing website at hitn 'Ifnrtrvartlr' -�- •�i��ur�<11r�sin:- PREBID CONFERENCE — Web Conf+erence A prebid conference wi11 be beld as discussed in Section OQ 21 13 - INSTRUCTIONS TO BIDDERS at the fQllavving date, and iime vi� a web eonfere�cing application: DATE: Tuesday, Octaber 26, 2021 TIME: 2:00 PM Invitatians with links to the �veb conferencing application will be distributed directly ta those who have submitted an �xpression of Interest. If a prebid conference is he1d, the presentation and any questions and answers provided at the prebid conferenee will be issued as an Addendum to the ca11 for bids. If a p�rebid conference is not baing held, prospective bidders can e-mail questions or comments in aceardance vvith Section 6 of the Instructions to Bidders referenced above ta the project manager{s) at the e-mail addresses listed below. Ema�ed questio�s will suffice as `°questions in writing." If necessary, Addenda will be issued pursuant to the Instructians to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reseirves the right to waive irregularities and to accept or reject any or alI bids. AWARD City �vill award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQiJIRIES All iuquiries relative ta this procurement should be addressed to ihe following: Attn: Alex Ayala, PE, City of Fort Wart4i — City Project Manager Emai1: Alejandra.A�ala@fortworthtexas.gav Yhone: 817-392-8583 ANDIOR Attn: Joe Bradley, PE, Parkhill — Design Engineer Email; 3Bradley@parkhill.com Phone: 817-d49-3216 ADVERTISEMENT DATES October f4, 2021 October 21, 2021 END OF SECTI�N CITY OF FDRT WORTH N. Riverside Drive from Golden Triangle ta Keller-Hicks STANDAI2D CdPiSTRUCTION SE'ECIFICAT�ON DOCLTMENT City Projeat #1015f7 Revisad 7lI9/2021 00 21 !3 INSTR'C]CTIONS 7'(3 BIDI?�RS Page L of 10 sECTiorr oa �1 �s 1N5TRZ7CTIONS TO BIDDERS 1, De%ned Ternnis 1.1. Capitalized ter�ns used in these INSTRUCTIONS TO BIDDERS are deiined in Section 00 72 40 - GENERAL CONDITION�. 1.2. Certain addiiional tertns used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to bath the singular and plural thereof. 3.2.1. Bidder: Any pexson, �rm, partnership, cornpany, association, or corporation acting directly through a duly authorized representative, submitti�g a bid for performing the wark cantemplated under the Contract Documenis. 1.2.2. Nonresident Bidder: Any person, �irm, parinership, company, asso�iation, or corp.orativn acting directly through a duly authorized represenfiative, submitting a bid for performing the work conternplated under the Contract Dacuments whose principal place of business is not in the Staie of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of Ci�y's evaIuation as hereinafter provided) makes an award. �. Copies Qf Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibiliiy for errors ox misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a lzcanse or grant for any ather use. 3. Preqaali�ication of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractars are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 A5 12 PREQUALIFICATION STATEMENT. Firms seeking pr�-qualifieation, must submit ihe documentation ident�fied in Section 00 45 11 on Section OQ 45 13 PREQUALIFTCATION APPLICATION at �east seven (i) calendar days prior ta Bid opening for review and, iF qualified, acceptance. The subcon�actors listed l�y a Biddex on 00 45 12 must be prequalified for the appropriate work types. Subcontractars �nust follaw the same tunelines as Bidders for obtaining prequalificatian review. Bidders or Subcontractors who are not prequalified at the tirne bids are apened and re�iewed may cause the bid to be rejected. Prequalificatian rec�uireinent wark types aud docLunentatian are ava�lable by accessing all required iiles through the City's website at: lltt�s:/i�; ;.t�r�wui �11�G:_...� �.^ �IPz �_. �H �UL�� CITY OF FORT WORTH N. Riverside fi�arrr Golderi Ti•ia�gle to Kellet•-Hicks STANDARD CpNSTRUCTjON SPECIFICA'I`IDN DOCLTMENT Cit�� Project #l01587 Revisedl[Jpdated November 2, 2021 00 21 13 II*€STRUCTIQ3�f5 TO BIUD�RS Page 2 of 10 3.1,1. Paving — Requirements document loeated at: i��- ra��.ior�ww�tl��,:x.4�, �.'pr,� ;t�' ,Jl�!'�_ �.R ��our��- P�U2%�2U- °/a20Coi1structio�s`/oZOU0Cll177GIIlSIC[311i1'�IC�UI'�/n2OPTB Ll�I1�1CaLiO17/TPW°IoZOPaV[ri � °'42UCoutractar%20�'re ualifieation°/o20Pro ram/PRE UALIFICATION%20RE U[REMF.NTS%�OFrpR%ZOPAVING%2000NTRAC"TORS.�c3f 3.1.2. Roadway and Pedestrian Lighting — Requiretxxenis document located at: l�tt�s:/lap�s.fortwortlitexris.�nv/Prajc.GtKesourccsiResourccaA/�2° �2U- %20Constr��ction%20Docuinents/Contractor%20Pre ualification/TPW%20Raadwa X°/a2Uand"/u20Pedestrian°/a2�OLi htin {%20Pre ualification%20Pro amISTREET% �UL1c�H l %ZuPP.E�i��'�L ° "aR�`JN".F� �.�f 3.l .3. Water and Sanitary Sewer—Requirements document located at: f1E��o:r_�&�7]75.�OETVk�UIrt�]iGn.i� �;JVi PfU�cl�il�f:SULT1'i....;ii]�..o011l'C1.5�'i�.:%JU- ' � 20ConstructEon%20.Dacuinents/Contr�ackor°/u20PrequalificationlWater°/aZOand%2 �':anita `%20Sewer%20Cantractor%20P�e aliftcatinn%2UPro ram/WS5%20 re �ual�„?nY.; ��ircrn�nt� ndf 3.2. Each Bidder, unless curr�ntly prequalified, must submit to City at least seven (i) ealendar days �rior ta Bid openin�, the documentation identified in Seetinn 00 45 11, BLDDERS PREQLTALIFICATIONS. 3.2.1. Submission of andlor quastions re�ted to prequalificai�on should be addressed to the City contact as provided iu Paragraph C.1. 3.3. The City reserves the right ta require any pre-qualified contractor who is t4ie apparent low i�idder for a proj ect to subrnit such additional information as the City, in its sole discretian may require, ineluding but nat limited to manpower and equipment records, information abaut key personnel ta be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and suceessiully camplete projects for the amount bid wi�hin the stipulated time frame. Based upon the City's assessinent of the subrriitted information, a recommendation regarding the award oi a cantract �vill be mada to th� City Cauncil. Failure ta subrnit the additional in%ria�ation, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected cantractors will be notif ed in writing of a recammendation ta the City Cauncil. 3.4. In addiiion to prequalification, additional require�nents for quaIification may be requir�d vwif�in variaus sections of the Contract Docuinents. 3,5. Special quali�cations required fnr this project include the following: Norce. 4. Examinafjon of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Sidder: CITY QF I'ORT WORTH N. Riversrde from Golden Ti•iangle to Keller=Hrcks STANDAItD CONS'I'RUCTION SPECIFICATION UOCUiv1ENT Ciry P�oject #ID1567 RevisedlUpdated Novembar 2, 24�1 DO 2l 13 INSTRUC'ITONS'i'O BIDDERS 1?age 3 of 10 4.i.I. Shall ea�amine and earefully study the Contraci Documents and other related data identiiied in the Bidding Docutnents (it�cluding "technical data" zeferred tQ in Paragraph �4.2. below). No information given by City or any representati�ve of the City other than that contained in the Contract Documents and ofiicially pramulgated addenda thereio, shall be binding upon the City. 4.1.2. Should visit the site to becatne familiar with and satisfy Bidder as ta the general, local and site eonditians that ma� affect cost, progress, perf'ormance or furnishing of the Work. 4.1.3. Shal1 consider federal, state and local Laws and Regulations that may affect cost, progress, performance or fiirnishing of the Work. ^.� ' > > . , . . . , 5 > > ' . y 7 ' ' • 4.1.5. Shall study all: (i) reports of exploratians and tests of subsurfaee conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Conttact Dacutn�nts as containing reliable "technical data" and {ii) reports and drawings af Hazardous Env�ronmental Conditions, if any, at the Site that have been identi�ied in the Contraet Doeuinents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall canstitute all of the information which the City will furnish. All additional infornnation and data vsrhich the City vwill supply after protnulgation af the formal Contract Docurr�ents shall he issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into tke original Contract Documents. No infa�nation given by the City other than that contaiued in the Cantract Dacu�ents and official�y promulgated adde�da thereto, shall be binding upon the City. 4.1.7. St�o.uld perform independent research, investigations, tests, borings, and such flther ineans as inay be necessary to gain a compleie lmowledge af the conditions which will be encountered during the construction of the project. For projeots vvith restricted access, upon r�quest, City may pra�ide each Bidder access ta the site to conduct such examinations, iuvestigations, explarations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fi11 all holes and elean up and restore the siie to its former conditions upon eompletion oF such explorations, investigations, tests and studies. C1TY OF FORT WDRTH N. Riversidefi•atn Galde� Triangle do Kelle�•-Hicks STEINDARD CONSTAiICTION SPECFFICATION DOCUMENT City Projeet #I01567 Re�isedlUpdated Nove�nUer 2, 2D21 ao zi i3 INSTRUCTIOIVS TO BIDbERS PRge 4 of 10 4.1, 8. �hall detetmine khe difficulties of the �ork and ali attending circumstance.s affecting the cost af doing the Wark, time required for its completion, and obtasn all infor�nation req�ired to make a praposal, Bidders shall rely exclusively and soie�y upon their own estimates, investigatian, researeh, tests, explorations, and other data which are necessary for fii�l and complete information upon which tl�e pcoposal is ko be based. It is understood that the submission of a proposal or bid is prima-facie evidence ihat the Bidder has made tha investigations, exatninations and tests herein required. 4. i.�. Sha�l promptly notify City oi ali cnnfliets, errors, ambig�ities or discrepancies in or b�tween the Contract Documents and such other related documents. The Cantractor shali not take advantage of any gross error or amission in the Contract Documents, and the City shall be pennitted to mal�e such corrections or interpretations as rnay be deemed necessary for fuliillment of the intent of the Cantract Doclunents, 4.2. Re%rence is made to �ection DO 73 OQ — Supplementary Conditions for identi�cation af: 4.2.1. those reports af explorations and tes#s af subsurface conditions at ar contiguous to the site whieh have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are far general inforn�ation only. Neither the City nar the Engine�r guarantee that the data shown is representative of conditions which actually e�st. 4.2.2. thosa dra�ings of physical condiiions in or relating ta existing surface and subsuriace structures (except Underground FaciIities) which are at or cantiguous to the site that have been utilized by City in preparation of the Connact Documents. 4.2.3. copies af such reports and drawings will be made available by City to any Bidder on reqnest. Those reports and dravvings rnay not be part of the Contract Documenis, but the "technical data" contained th�rein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is xespansihle for any interpretation or canclusion drawn from any "technical data" or any other data, interpretations, opznions or information. 4.2.4. Standard insurance requirements, coverages and limits. 43. The submission of a Bid will constitute an incontrovertible representation by Biddear: {i} that Bidder has complied with every requirement of this Paragraph 4, (ii} that without exc�ptian the Bid is premised upon perfornung and iurnishing ti�e Work required by the Contract Documents and applying tfi� speciitc means, methods, techniques, sequences or pracadures of eonstruction (if any) that r�ay be shown ar indicated or expressly required by the Contract Docunnents, (ii�) that Bidder has given City written notice of all canfiicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereaf by City are acceptable ta Bidder, and when said conflicts, etc., ha�re not been resolved through the interpretations by City as described in Paragraph 6., an.cl (iv) that the Contract Documents are generally suf�icient to indicate and convey understanding of all terms and conditions for p�rforming and furnishing the Work. CI'i`Y OF FORT WORTH N. Riversrde froin Galden TF•iar�gle to Keller-Hicks STANDA1tD CONSTRUCT[ON SPECIFICATI03V DOCUMENT Ciry Pr•ojecr #lOi567 Revised/Updated 3Voverober 2, 2D21 0o z� is INSTR[JCTIONS TO BiDDERS Fage 5 of 10 4.4. The provisions oFthis Paragraph 4, inclusive, d� not apply to Asbestos, Palychlorinated biphenyls (PCBs), Petroleum, Hazardaus �Vaste or Radioactive Material coverad by Paragraph 4.06. of the General Conditians, unless specifically identified in the Contract Documents. 5. Availability of Lands far Work, Etc. 1. The lands upan whic� the Work is to be performed, rights-of-uray and easements for access thereto and ofii7er lands designated for use by Conta�actor in performing the Work are identified in the Contract Documents. A�l additionai lands and access thereto required for tamporary construction facilities, construction equipment or storage of materials and equipment to be incorpnrated in the Work are to be obtained and paid for by Contraetor. Easemen�s for permanent siructure� or pertnanent changes in existing facili�ies are to be obtained and paid for by City unless otherwise pro�ided in the Gontract Documents. 5.2. Outstanding right-of-way, easemants, andlor permits to be acquired by the City are listed in Para�;raph SC 4.01 of the Supplementary Conditions. In the event the necessary rigkt- of-way, easement�, andlor permits are not obtained, tl�e City reserves the right to can.cel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence const�ction without all executed right-of- way, easements, and/or permits, and shall submit a scnedule to tk�e City of how con.stxuetion will proceed in Y1ie other areas of the project that da not require permits andlor easements. 6, Interpretatians and Addenda b.1. A11 questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on oz' before 2 p.m., the IWlonday prior to the Bid opening. Questions rec�ived afltar this day may not be responded to. Interpretations ar clarifications considered necessary b� City in response to such nuesrians wiil be issued by Addenda delivered to all parties recorded by Gity as having r�ceived the Bidding Documents. Only questions answ ered by formal wri�ten Addenda will be binding. Oral and other interpretations or clarificatians will be without legal effeat. Address questxons to: City of Fort Worth 200 Texas Street �ort Worth, TX 76102 Attn: Alejandea (Alex) Ayala, PE, Tran�portation & Public Works Email: 41ej.,�i,dr; 4 ,ia,� tn*'t■ �nrtlr�� .� �,�u} Phone: 817-392-$883 AND/�R Attn: 7oe Bradley, PE, Parkhill Email: L'arllev �rki��il.cum Pi�one: 817-649-321 G CIT'Y OF FORT WORTH N. Riveisida finm Goldex Trrurtgle ta Keller Hrcks S'j'ANDARb CONSTRUCTIDN SPECIFICATTOtd DDC[JMENT Ciiy Prajecl #101567 RevisacUUpdaied Navember 2, 2021 00 21 13 INSTRUC'TIONS TO BiDDLRS Pagc 6 oF i 0 6.2. Addenda may also he issued to inodify the Bidding Documents as de�rned advisable by City. 6.3. Addenda or clarifications may be pasted via the City's electronic document management and collaboratian system at: i,��• ._;v� .tnrt�,� urch��. �_•� 3e� ,1'ill_.:nt �inann '�+urcl,�sin� ,' b.�. A prebid canference may be held at the time and place indicated in the Ad�vertisement or INVITATION TO BIDDERS. Representati�es of City �wvill be present to discuss the PrQject. Bidders are encouraged to attend and par�icipate in the conference. City will transmit to al� prospeetive Bidders of recarc� such Addenda as Gity considers neeessary in respanse to questians ari�ing at the coraference. Oral statements may not be relied upon and will not be binding or legally effecti�e. "�. Bid Security 7.1. Each Bid must Ue accompar�ied by a Bid Bond made payalale to City in an amount �of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the re+�uiremen:ts oiPaxagraph 5.01 oft�e General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the cnriditians of the Notic� of Award have been satisfied� Tf the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Awasd conveying same, City may consid�r Bidder tg be in default, rescind the Notice of Award and act an t�e Bid Bond. Such acti.on shall be City's exclusive remedy in the event Bidder is deemad to have defaulted. 8. Contr�ct Times The nutnber of days within which, or the dates by whict�, Mileston�s are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Accaptance is set forth in the Agreement or ineorporated t�ereir� by reference ta the attached Bid Form. 9. Liquidated Damages Pravisions For liquidated datx�ages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items . The Contract, if awarded, will b� on ihe basis of materials and equipme�t deseribed in tlie Bidding Dacuments withaut consideration of passible substitute or "or-equal" iterns. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item af material nr equipment may be furnished ar used by Coniractar if acceptable to City, application for such acceptance will not he considered by City until after the Effective Date of the Agreernent. The procedure for subinission of any such appl'scation by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB, and 6.OSC. of the General Conditions and is suppleinented in Section O1 2S 00 of t12e General Requirem�nts. CITY OF FORT WORTH N. Rrve:�side fi•om Golden T��rangle ta Kellei•-Hicks STANDARD CONSTRUCTION SPECIPICA7'ION DDCUMENT City Projecl #101567 Revised/Updated November 2, 2021 00 21 13 INSTRUC'T'IONS TO BIT]TJBRS Page 7 of 10 11. Subcontractors, Suppliers and Others 1 I.1. In accordanca with the City°s Business Ec{uity �rdinance No.25165-1p-2021 the City has goals for the participation of minorify 4�usin�ss and/or �vomen business enterprises in City contracts $100,000 or greater. See Section QO 45 40 for the MIWBE Project Goals and additional requiremenis. Failure to comply shalI render the Sidder as non-responsive, Business Equity �rdinance No.25165-10-2021, as amended (replacing Ordinanae No. 2�4534-11-2�20), codified at: l�tt.... .��lelibl��y u��3r _;ul. „�_ v��: tfi:� ,��tY :.�r; ;r_-rwnrt}i ,. 11-[l-il � ��'�.3 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whoxn Contractor ar City has reasonable objection. 1�. Bid Form 12.1. The Bid Forin is included witlz the Bidding Dac�ments; additional copies may be obtained from the City. 12.2. All blanks on t11e Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price sha11 be indicated for each Bid item, alternative, and uzait price item �isted therein. In the case of optional alternatives, the �ords "No Bid," "Na Charige," or "Not Applicable" may be entered. Bidder shall state iha priees fo� which the Bidder propases to do the work contempla#ed or furaish inaterials required. All entries shali be legibl�. 12.3. Bids by corporations shall be executed in the corporate aame by the president or a vice-president or other corporate oificer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shaIl be shown below the signature. 12.4. Bids by partnerships shall be executed an the partnership narne and signed by a partner, whose title rnust appear undex the signature accompanied hy evidenee of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limiied Iiability co�npanies sha11 he executed in the nama of the fi� by a member and aecompanied by evidence of authority to si�n. The state of formation o£ t�e firm and the official address af the fiiYn shall be shown. 12.5. Bids by individuals shall shav� the Bidder's name and of�`zcial address. 12.7. Bids by j oint ventures shail be executed by each j oint venhue in t�ie manner i�dicated on the Bid Farm. The offeial address of the joint venture shall be shown. 12.8. Ali names shall be typed ar printed in rnl� belaw the signature. C1TY OF FORT WORTH N. Riversidefram Golden Triangle io Keller-Hicks STANDARD CONSTRI]CTION SPBG7FICATT03V ➢OCUMBi�lT City Pt'oject #1 QI567 Revised/Updated Naveml�er 2, 2021 0421 13 iNSTRi7CTIONS TO BTDnERS Page S of 10 12,9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be �lled in on the Bid �'orm. 12.10. Postal and e-mail addresses and telephone nuinber for coinmunications regarding the Bid shall be shown. 12.11. Evidence of authority ta conduct business as a Nonresident Bidder in the state of Texas shall be pro�ided in accordance with Section 00 43 37 — Vendor Coinpliance to 5tate Law Non Resident Bidder. 13. Submission of Bids Bids shall be submifted on the pres�ribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement ar 1NVITATTON TO BIDDERS, addressed to Purchasing Manager of ihe City, and sha11 be enclosed in an opaque sealed envelope, marked wit� the City Projact Nwnber, Praject title, the name and address of Bidder, and accompanied by the Bid security and other recjuired documents. If the Bid is sent through the m.ail or other delivery syste�, the sealed envelope shall be �nclosed in a separate envelope wit� the notation "BID ENCLOSED" on the face of it. 14. W1t�l{�i'aWai Of B1i�9 14.1. Bids adciressed to the Purchasing Manager and fi�ed with the i'urchasing Office may be withdrawn prior to the time set for bid openin�. A request for withdrawal must be made in writing and deli�ered ta t�e Purchasing Office io receiv� a time skamp prior to the opening oiBids. A tiinely withdrawn bid w�ill be returned ta �he Bidder or, if the request is within ane hour of bid opening, will nat be raad aloud and will tnerea�er be returned unopened. 1�4.2. Tn the event any Bid for which a withdrawal request has been timely filed has been inadvertently open�d, said Bid and any xecord t4�ereof v�rill subsequently be ma�ked "Withdrawn" and will be given no furtl�er consideratian fvr the award of con�ract. 1�. Opening of Bids Bids will be opened and read aloud publi�ly. An abstract of the amounts of the bas� Bids and majar alternates (if any) will be made available to Bidders after the openin.g of Sids. 16. Bids to Remain Sub�ect to Acceptance All Bids �vill remaiu subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execu�ion and deliveiy of a complete Agreement by Successful Bidder. City may, at City's sale discretion, release any Bid and nullifj+ the Bid security prior to that date. CI'I°Y OF FORT WDRT�i N. Riverside fi•orn Galders Triangle to I�eller-Hicks S'I'Al+]i3ARDCONS'CRLiCTTQN SPECIFICATIONDQCI]14iENT CrlyProfect#!(?ISG7 Revised/Updated d+[ovember 2, 2021 062i 13 INSTRUCTIONS TO SIUilER5 Pttge 9 of 10 1'%. Evaluat�on ai Bids and Award of Contraet 17.1. City reserves the right to reject any ar all Bids, including without li�itation the rigk�t� ta reject any or aIl nonconforming, nonresponsi�e, unbalanced ox conc�itionaL Bids and to reject t�ae Bid of any Bidder if City believes that it would not be in khe �est interest oi the Project ta make an award to that Bidder. City re�erves the right to waive inforrnalities not invnlving priee, contract time or changes in the Work and award a contt'act to such Bidder. Discrepancies hetween the multiplication af units of Work and unit p.rices wi�l. be reso�v'ed in fa�or of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereaf will be resolved in favor of the correct sum. Discrepancies between v4rords and figures will be resolved in favox of the words. 17.1.1. Any or all bids will be re,�ected if City has reason to believe tlia� collusion exists arnong the Bidders, Bidder is an interested party to any litigation against Ciry, City vr Bidder may have a cSaim against tlze other or be engaged in litigation, Bidder is in arrears an any existing contract or has defaulted on a pxeviaus contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in tke judgment of the City vvill prevent or hinder �e prornpt completion of additional work if awarded. 17.2. In addition tn Bidder's relevant precYuali�ication requirements, City may consider �he qualifications and experienee of Subcontractors, Suppliers, and nther persons and organizations proposed for those partions of the Work where the identity of such Subcontractors, Suppliers, and ather persons and organizations must be submitted as pravided in the Contract Documents or upan the request of the City. City also may consider the operating costs, maintenance requirements, performance data a.nd guarantees of major items af materials and equipinent proposed fox incorporation in the Work when such data is required to be submitted priar to ihe Notiee of Awarci. i7.3. City may conduct such investi�ations as City deezns necessary to assist in the evalua�ian of any Bid and to establish the responsibility, qualifications, and financ�al ability of Bidders, proposed Subcontractnrs, Suppliers and ather persons and organizations to perfortn and furnish the Wor� in accnrdance with the Cantract Documents to City's satisfaetian withisi the prescribed time. 17.4. Coni-r'actor shall perfarm with l�is own arganiza�io�, vvork of a value not less than 35% aF the value embraced on ihe Contract, unless otherwise approved by t�e City. 17.5. Tf the Contract is to be awarded, it will be awarded to lowest responsible and r�spons�ive Bidder whose evaluatifln by City indicatas that the award �vill he in. the best interesfs af the City. 17.6. Purs�rant to Texas Government Code Chapter 2252.0�1, the City wili not award eontract ta a Nonresident Bidder unless the Nonresideni Bidder's bid is lower iltan the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a camparable �ontract in the s.tate in which �he nonresident's principal place of business is located. C1TY DF F�RT WORT13 N. I�iversidefi•arn Golden Triorrgle lo Keller-Hicks STANIIAItD C�NS'I'RUCPTON SPECIFTCATION BOCl1MENT City Pr•oject #I01567 Revisedl{7pdated Novembe�� 2, 2021 00 2l 13 INSTRUCTIONS TO BIDDERS Page 10 of l0 17.7. A coniract is not awarded until farmal City Council authorization. IF the Contract is to he awarded, Ciiy will award the Coniract with.in 90 days aftar the day of the Bid opening unless extended in writing. No other act of City or oth.ers wi11 constitute acceptance of a Bid. i7pon the contract award, a Notice of Award will be issued hy the City. 17.7.1. The contractar is rsquired ta fill out and sign �he Ccrtificate of Interested Partres Form 129� and the form must be submitted ta the Project Manager befare �he contract will be presented to the City Cauncil. The form can be obtained at ritt�s:.�rwwrv.ethic�.st�tc.cz.u��datalfflr�u�ll?9511�9�. dfi 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing af Agreemen# 18.1. When Gity issues a Notice of Award to the Successful Bidder, it wili be accompanied by the required number oiunsigned counterparts of the Project Manual. With�n 14 ciays thereafter, Contractor shall si�n and deliver the required number of counterparts oithe Proj�ct Manual to City with the required Bonds, Certificates of Insurance, aud a11 other required documentation. 18.2. City shall tbereafter delir�er one fuliy signed counterpart to Gan�ractor. END OF SECTION C3Ti' OF FORT WORTH N. River.side fram fiolden Ti•iartgle tn Keller-Hicks STAIVI3ARD COi�'STRUCTIflN 5P8GIFiCAT10N I]OCUMENT City Project #101567 RavisedlUpdated Navem6er 2, 2021 00 35 13. CO7VFLICT OF INTEfZEST AFPIDAVTT Page 1 of 1 SECTION OU 3513 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of �`ort Worth procurement is required io compl.ete a Confliet of Interest Quesiionnaire ar certify that ane is erarrent and on file wiih the City Secretary's Offiee pursuant to state Iaw, If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent af the City who exercises discretion in the planning, recotnmending, s.elect�ng or contracting with a b'tdder, offeror or respondent is affiliated with your campany, then a Local Government Officer Conflict� Disclosure Statement {CIS) may be required. You are urged to cansult with counsel reg�ding the applicability of these foz7ms and Local Government Cade Chapter 17G to your cornpany. The referenced forms may be downloaded from the links provided below. ht�t ,�.iiwww etl�ics.state.tx.us/tiata;formsicoiillictiClQ.�ci1� htt�•��v��-^thic�.siat�.tx u4!dai�lfortr►s/conifict/GIS.pdi � GiQ Form is on f le with City Secretary � CIQ Form is being provided to the City Secretary 0 � 0 CIS �ann does not apply CI5 Form is on File with City Secretary CIS Form is being provided to the City Secretary r��c��oo� co�sr. ca., iHc, BIDDER: P �• BOX 999 �URL�SO�V, TEXAS iB497 Company Address CitylState/Zip By: „ l�'��. '' ' . �I' n (Please P ' t) Signat�' i � Title: � �:�r�4Z,��t�;^; (Please Print) END OF SECTION C1TY aT' FORT WORTH N. Riverside brive from Golden Triang{e to Keller Hicks STANI7A]tD CONSTRUGTION SP�CIFICATiQN LIOCUMENTS Clty ProJect #101567 Revised Felsntary 24, 2020 QO R1 00 BlD FORM Paga 1 of 3 s�cTion� aa a� o0 BlA FORM TO: 'fhe Purchasing Manager clo: 7he Purchasing Division 2�0 i'exas 5treet City of Fort Worth, Texas 7'6102 FOR: N. RIVERSI�� nRIVE GOLDEN TRIANGL� TD K�LLER-HICKS City Project No.: 101567 Units/Seotions: Transportation & Public Works 1. �nter Into Agreement The undersigned Bldder propases and agrees, i� this Bid is accepted, t� enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish aVl Work as specified or indicated in the Conkraot Documenks for the Bid Price and within the Cantraet Time indicated in this Bid and in accardance with the other t�rms and co�►ditions of the Coniract Dflcuments. 2. BtppER Acknawledgemer�ts and Certificatlon 2.1. In submitting this Bid, Bidder accepts all af the terms and conditions of the INVITA710N TO BID��RS and UV57RUCTIONS T� BIDDERS,lncluding witriouk limitation those deai9ng with the disposltian of aid gond. 2.2, Bidder is aware af aq costs ko pro�ide the required lnsurance, will da so pen�ing contract award, and will provide a valid insurance certificate meeting all requir�ments wikhin 14 days af notification of award. 2.3. Bldder certifies that this Sid is genuine and not made in the ir�terest of or on beh�lf of any undisciosed individual or entity and is not submHted in confarmity with any coRusive agreement or rules of any graup, assaciation, �rganizafian, or carporation. 2.4. Bidder has nat directfy or indirectly �nduced ar soliciied any other Bidder to submit a ialse or sham Bid. 2.5. Bidder has not solicEted ar indueed any individual or entity to refrain #rom biddfng, 2.6. Bidder has not engaged in carrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph. a. "carrugt practice" means the offering, giving, receiving, or soliclting o# any thing of value likely to infiuenc� fhe actian of a public official in the bidding process, b. "fraudulent practice" means an 9ntentional misrepresentation o# facts made �a) to influenee the bidding process ta ihe detrlment of Ci#y (b) to es#ablish Bid prices at artificlal non-cnmpetit[ve levels, ar {c} to deprf�e City of the benefits of free and open competitkon. c. eoHusi�e practice means a scheme or arrangement between fwo or mar� Bidders, with or �, �� without the knowledge of C7ty, a purpose of which is to establish Bid prices at artlficiai, non- campetlki�e levels. CI'FY OF FORT WORTH STAN{)ARD CONSTRUCTiON SPECIFICATION �OCUMENTS qp qy 00 101587 6id Froposal Workbook Form F2evised March 9, 202a 00 41 d0 BID FORM Pa;}e 2 of 3 d. "coercive practice" means harming or threatening ta harm, direcily or indirectiy, persons ar fhelr property to influence their par�icipatian fn the bidd9ng process or affect the execution of t1�e Contract. 3. prequallfication The Bidder acknowledgas that the fallowing work types musf be performed only by prequalkfied contractors and subcontraciars: a, Concrete Paving Construciian ! Reconstruction {10,744 SY and greater) b. Asphalt f'aving GanstructVon (Less than 10D0 SY} c. Roadway Lighiing d. Traffic Signals A. Time of Comp4etion 4.1. The Work wiN be comple#e far Fin�! Acc�pkance wifhin 49Q Calenciar Days after the date when the Contract Tima commences to run as pra�ided in Paragraph 2.03 of the General Conditions 4.2. Sidder accepts the prov[sions of ihe Agreement as ta Ifquidated damages in fhe evenk of faiiure to complete the Work {antflor achie�ement of Milestones} witt�in fhe times speckfied in ihe Agreement. 5. Attacheci to thls gid The following documents are attached ta and made a part of this Bid: a. This Bid F'orm, Section 04 41 00 b. Required Bid Bond, Sectlan q0 43 13 issued by a surety meeting the reauirements of Paragraph 5.01 vf the General Conditions, c. Proposal Form, Sectian 4� 42 43 d. Vendar Compliance to State Law Non Ftesident Bidder, Section 04 43 37 e. MWBE Forms (optiona! at time of hid) f. Prequalification Staiement, Section �0 45 12 g. Conflict of {nterest Statement, Section 00 35 13 *af necessary, CIQ or CIS forms are to be provided direcfiy ko City 8ecretary h. Any additional documents ihat may be required by Seetlan 12 of the Instructions ta Bldders 6. To#a! Bid Amount 6,1. Bidder will camplete the Work in accordance with the Contraet Documents for the following bid ama�tnt. In the spaca provided below, please enter the toial bid amount far khis project. Only this figure will be read publicly by the Ciky at the bid op�ning. 6.2. It fs unders#aad and agreed by ihe Bidder in signing this proposal that the tatal bid amount enter�d below is C1TY OF FORT WOR7H STAN�ARE7 COI�STRUCTION SPECIFICATION [10CUMENT� 00 49 00 1D76B7 Bld Prnposal Workbook Form Rs�ised Mareh e, 2020 00 A 7 00 BID FORM page 3 uf 3 subject ko verification andlor modiflcation by multlplying the unit laid prices for each pay Item by the respective esfimated quantities shown in tl�is proposal and then tokaling aU of the extended amounts. y. Bid 5ubmittal This Bid is submitked on 1 210 212 0 2 1 Respe ully s 6mitted, By: (Signature) Dan McClendon (Printed Name) by the entfty named below. Tifle: President Company: McClendon Construction Company, Inc Corporate 5�al: Address: p0 Box 999 Burleson, TX 76d97 State af Incorporation: Texas Emafl: . _ _ ----_ ,...- -- Phone: 81 i1265-0066 �PlA OF S��iIDN CITY OF FORT WORiH sTANOAR� coNs7RUCTIaN SPECIFiCATION �OGUMENTS aa a1 Oo 1a15s7 Bld Proposal Workbonk Form Revlsed March 8, 2tl20 o� 4343 BI1] PROP09AL Pape 1 of2 SECTION OU 42 43 PROPOSALFORM crrr o� eort7 ttronni N. Ri�crsi8e Brive: Go3den Trisug�e to Keller-Hicks STANUi1RP CRN57{1VC7701V BPCCIF[CA'[1C�R AOCUM@N7S G'j�Y P�o)CCL � I OI Sfi']� PoonRCY15�J 7d120130 UIVI� F�RICE BI� �idder's Applicaiion uo aa aa �ro rxaaosnc Popa 2 nf2 SECTION 00 42 43 PRDPOSALFORM C11'Y UF �RT WORTH N. Riverside Drive: GoWc�� 17i�ngle ta Keller-HirAcs smNunan coNsrxucnota SPec�rcn�noN oocun�er+'rs City Projecl IF I01$67 ra,,, ��u aaixnixo URl�T PR�� B�A �idder's A►ppfication �it� �a�� Cuntorm� uvith �he American Institute of Arohitects, A.4.A. �locument Wa. A 310 KNOW ALL BY THESE PItEaENT5, 'C'hat we, McClendan Construatian Company, lnc. 548 Memnrial �laza �urlesnn iexas 1602a as Principal, lict'ein�►fter eallcd the Frineipak, and the Nlepchants �ondin Com an IVYutual � �F �O �nx 14498, Des Moines, IA �0306 , a cai�oration duly organi�ed under tne Iawa 4f tl�� State of lowa , as Surety, ltoreinafter aalled t�te 5urety, are held and.�rmly bound unto City �f �ort Wat'th , ss Obligee, izereinafier called the Dblig�e, in the sum of *** FIV{� P�€�C�N� O� i�TA� AM{�L1Pli �ID �Y �'i�INCI�'A�*** Dollars ( �°/a iAf� ), for the paytnc�tt af wliiah sum well and truly to be made, the said 1'rincipaf and the said 5urety, bitxd ourselvea, our t�airs, oxecutnre, administrators, successors and assigns, jointly and severally, �rmly by these pres�nts. W FI�R�AS, the Principai has submitted a hid for �\Pi.iU1.d!- i �,.1 • a� _ �- �, -�-- 1 � � • 's ■� NOVJ, THERBFnRE, if the ObSigee ahal! �ccept the bid of the Pr#ncipal and ti�c Princips� sl�all entor 'snto a Contract witli tl}e Obligeo in accordancc w'st�1 the terms of such bid, and givc such bond or bands xs may be speciiied in the bidding or Contract DaGuments wit�t good and su#iieient surety for the faithful perforrnance vf such Contraet and far tlie prampt pay�nent of labor and material furniskaed in tlie prosecutiqn thereaf, or in tlte evoni of ihe f�ilure of tho Principal to enter such Contract and give such bond ar Uonds, if thn Prineipal s��ull pay to the dbligee. the difference txat to excoed thc pen�lty lzereaf Uetween the amount speci�ed in said bid and such larger amount for wliich tlte 06ligee n�ay in goad faith contraot with another pa��ty to �erform the Work covered by said bid, thon this ohligation shall be null and �oid, ntherwise to remain in fui! force and effeet. Signed and sealcd this 94Fh da.y o� Novembe.r , 20�9 Wimcss ii�cC ndon Canstruc�ion Cam an , Inc. (Seal) ��n ' al � � M � Tit e Witness IV�er�chants �ondin Com an IVIYutual� � BY � ' � � �f[�ahBth Ortix Attornoy�in-Fact . �'� �- � �.�� s � C� N � � .l�i � +� � N#. �' A N Y',,, �olni�� TOF��Y KnowAfl persons By Thase Presents, thet M�RCHANTS �ONpING COMPRIVY (MUTUAL) �nd MERCHANTS NA7[flNAL BONpIN�, IlVG., 6oth being aorpnratians di the 5tate of lawa (herein col�eclively called tha "Comp�nlas") do hereby ma[te, consllfute and sppoint, individualiy, Ana 7omes; Andrew Addison; Betly J Reeh; 9ryan K Maore; �llzabath Ortiz; Nilchae[ p HeRdricicson; f�aEricis Ann Lyttla; Pafrick Coy[e iheir true and lawiul Atlornay(s)-In-Fact, lo sign fts name as surety(les) and !o sxecule, seal and aeknowledge any and ell bonds, undetiekln�s, contracts and other wrilten Instruments In the Rature kheraaf, on behalfi af the Campanles In thelr buslness of gueranteaing the tldelity of persons, �usranfeeing the pertarmance nf aontraats and executing or guara�leeing honds s,nd undadakings requfred or permifted in any actions or pruceadings ei[o+ued 6y law, This Power•oF-Aftarney is granted and is signed and sealed by faesimile undar and by auEBarity of the fnilowing By-Laws adopked hy the �oard of D[rectors at Marchsnts Banding Company (Mutual} an Aprll 23, 2�i1 and amended August 9�4, 2475 and adopted hy tha �oard of Dlrectors of riAerehantst�aflonal Bonding, ln�„ an Octo�er 18, 2a96. "The President, 5acretar�r, Traasurer, or �ny Assislant Traaaurar or any Aaslstank 5ecratery or any Vlce Pr�sldent ah�11 hava pawer and authnrity to appofn# Aiforneys-In•Fact, and ta authorize them to execute on hehalf of the Campany, and attach lhe ssal oi the Campany thereta, bonds and undertakinge, recognlzances, contraets af Indemnity and other wrltings abllgatory in tha nat�ra lhereaF," , "1'he slgnature of any autharfzed a�cer and ths seel oF Iha Company may be sfflxed hy iaaslmlls ar electrnnlc iransmission to any I'ower of Atlorney or Cerfiticatian thereof auihorixing lhe executfan and delivery nf any bond, undertaking, recognlzence, or other suretyship obligatfons nf the Campany, snd such signature and seal when so used shall fieve the same forca and afTeet es though manually flxed." In connectlnn wikh o6iigetlona fn favar af lhe Florida Deparfinent oF Transportetlon anly, {t is agreetf that the pawer and aul hotliy hereby g{ven ta the Atlorney-in-Facf inaludes any and ell consents far the releasa af retalned percantages andlor i[nel est�mates on anglnsering end conslruction oont�aats raquired by the Siate af Florida Elepatlment of 'iransporlst�on, it is fully unQer�iood that co.nsenti n� lo the State ef Fiarida department ai7ransporlaffnn m�king gayment nF the flnal esiimate to fE�e Cantractar andlor It� assi�nee, sha0 not relleve ihls surety company of any af Its obllgalfons under its bond. In cnnnaciton wkth o6ligatlons In favor of the Kaniucky Deperlment of Hlghways anly, it ls agreed that the pQwer and authoriiy hereby �iven 10 Ehe Atlorney-In»Fanl cannnS ha mnditled or revoked unless prlor wdttsn persnnal nnlice af sueh lntent has been g�van to the Cammissianer- dep�dment af Highway� af the Camm,anwealth of Kentuaky at least thiriy (30) day� prior la ihe madtticatiun or revoeation. ln W�tnesa Whereoi, the Companlea hava �aused thls instrume�t to he sfgned and seslad lhis 19th day of Marah , 2021 . ��*...,�..�,�� a••,,,� ��'��'�1P O A'�'��*'; + � "��1 �� r'n�A �� IIAERCHANTS B�I�aING CQMPANY (AIIUiUAL) ��,.Gpf�i 1�,�•.,,py � � �4�,�QlPD�jO�'�� M�RCI-lANT NAT�ONAL BONa1NG,1NC. �� fA� A � C1 � .: • .B!� no- ��;�: .�;�' -0- ��...r: �`:, 2003 ; ��; y,, 1933 ; �w � gy � . � �'•.�., , � � � ��•.. ..��:' *��d',y�,.. ��"�1`�.' Pres)dent •�r . STAT�, Q� IOWA +�+�'��.u"'{�� `'' �� '' coun�n oF oAtu�s ss. On thls 191h day of March 2D21 , hetora me appeared Larry Taylor, ta ms personaNy known, who being by me duly swnrn dld say lhat he is Presldeni af lIA�R�HAN75 6DNDING COMPANY (MU7l]AL) and MERCHANTa NATIQNAL BON�ING, INC.; and that the seals aitixed ta the faregaing Instrumenl are the Corparate 5eals of the Campanies; and that ihe said instrument wss eigned e�nd sea[ed in bsha[f oflhe Campanles by aulharity of their rasp�ctiue Boards ot �irectnrs. ��.�ti t s �O��Y MASQN � . o � Commission Number 750v76 � �9�� ° ° ° ° My Commissior� Expires e,��, � January Qi, 2023 nror�ry Pu�u� (�xpiratfon of natary's commi�sian does nat invalfdale this lnatrurnent) [, Willlam Warner,lr., 5ecr�stary nf M�RCMAt�TS BONRING COfiIIPANY (MUTUAL] and Nk�RCHANTS NATi�NAI, eONDING, INC., do hereby �ertity thal lhe above and foregoing ts a true and carreat aapy of the POWER�OF-Al�'Of�N�.Y executed by said Companias, whleh is sfiq In iu11 farce and eifect and has noi bean amended or reuaked. In Witness IMtiereo#, I hays hereunto set my hand and affixed the seal of ihe Gompanies on this �.�.��. day of Nnv�mher , 2ozi . �� • i �..*`'� j0 �f,A(+''> • ` p��'G . �fl��•. . `,+� � d'�N(1�' 6�g+. � i�S�,�qp,l'�H��'�� . ' ,•c� q�' :�' S�� q' " ' /� �.'�.'� _oo �� :r"»:�' -n- d;...�� '';�e.,�/y �j � =a s, ' �' ' �''. 5933 ,� �' Secretary ,�• : c��/•� 2D03 ,rt� ' � �f'•� � ��r: �� {i�• ` 4�, O�V�j� ' �� •• ` s �• �..;��, ��+I��`•.• POA a018 (1120) •+'r��s�t�' ,* n � � �+a'► . , �� - �'r i�� a ��`P 1�'U�.�.�o.�'� �� JL �l�l JL 1`�l � .4 �� Ta obtain informatian or malce a camplaint; You may contact your ins�rance ageni a# the telephon� number provided hy ynur insurance agent. � Yau may call Merchants Bonding Company's follWfrse telephane number far informatfon or ta make a complaint at: 1��a0-�7�d8�i1 You may contaat the Texas Depariment af Insurance to obtain information on nompanies, coverages, ri�hts or complaints afi: 'i d80�-�5��43� You may wri�e the Texas Depa�tmenf of Insurance at: P. O. �ax 1 A�9104 Austin, TX 78714-510� Fax: (512} �F7��771 Web: htt�:/lwww.tdi.state.tx.us E�maff, ConsumerProtection�tdi.stat�.tyc.us p��14�[�I� p�D C�AI� �ISP�I'��5: 5hould you t�ave a disputa concerning ynur premium or abaut a claim you should cantact fihe agent first. If the dispu#e is no# resalved, yau may cantact the T�xas Department of insurance. ATi"ACF� ii�l� NO'�iCl� i0 YOU� ��IGY: This natice is far infarmation only and daes not become a par# ar condltion of the ai�ached document. SUP OOS2 TX (1109} 0o aa s� VENQOR COlIAPLIANCE TO S7A7E LAW Aage 1 of 1 S�CiION 00 43 37 VENDDR COMPLIANC� TO STATE LAW �10N RESIQENT BIDDER l"exas Governmant Cade Chapter 2252 was adopted for the award of contracts to nonresi�en# bidders. "Chis law prnvldes that, in arder to be awarded a coniract as louv bid�er, nanresident bidders (out-of-state contraciors whose corporate offices or principal place o� b�siness are oufside the State af Texas) bid projects for construction, 9mprav�ments, supplies or sarvices in Texas at an amaunt lower than the {owest Texas res�dent bidder by the same amount that a Texas resident bidder would be required io underbid a narrresident bidder in order to abtain a comparable contract in the State which the nonresident's principal place af bwsiness The appropriate blanks in Sectian A must be filled out by all nonresident bidders in order for your bid io meet specificakions. She fai}ure of nonresiden# bidders to do so will autamatically disqualify that bidder. Resideni bidders must check the �ox in Seciion B. A. Nonresident bidders in the State of , our principal place af bwsiness, are required to be percent lornrer than resident bidders by State Law. A copy of the statute is aitached. iVanresident biddets in tl�e State of , our principal place af business, are nat required to underbid resident bidders. B. The principal piace of business of our campany or our parent campany or maja�ity owner is in the State of Texas.0 �l��R: McClendon Construction Company, lnc Po aox 9ss 8urleson, TX 76097 By; Dan McCEendon � � i �� /�/�. . 1_1 �- - �� — Tif1e: President Date: f l� � � Z- �ND OT ��CTCON CITY oF FaRT WOf2TH STANDARD CONSTRUCTION SPECIFICATIQN �OCUMENTS Form Revlsed 20910827 00 41 00 101567 Bld Proposal Workbook 004511-1 BIDDERS PREQi1AI.IFTCATIONS Page 1 vf 3 sECTroN oa 4� i� BIDDERS PREQUALIFTCATIONS 1. Summary. AIl contractars are required to be prequalified by the City prior to submitting bids. To be eligible to bid the cor�tractor must sub�it Sectron 00 45 12, Frequalifica�ion Statemeni for the work type(s) listed with fheir Bid. Any contractar or subcontractor who is not prequalified for th� work type(s) listed rnust submit Section UO 45 13, Bidder Prequalification. Appl�cation in accordance vvit� the requirements below. The prequali�'ication process will establish a bid limit baseti on a fiechnical evaluation and itnancial analysis of ihe contractor. The information must be submitted seven (7} days priar to the date of the opening of bid5. For example, a contractor wishing ta submit bids on projects to be apen�d on the '1th of April must file the information by tl�e 31 st day of March in order to bid onthese projects. In ordcr ta expedite and facilitate the approval of a Bidder's Prequalification Application, the foilowing must accornpany �e submissian. a. A complete set of audited or reviewed financial stakeznents. (1} Classii'ied Balance Sheet (2) Incame Statement (3) Statement of Cas1� Flows (4} Statement of Retained Earnings (5) Notes to the Financial Sta.tements, if any b. A certified copy of the firtn's organizational documents (Carporate Charter, Articles af Incorporation, Articles of Organization, Certificate of Forrna#ion, LLC Regulations., Certificate of Litx�iited Partnership Agreement). c. A coz�aapleted Bidder Prequalification Application. (1} The firm's Texas Taxpayer ldentiiication Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at t3ae following web address www.windaw.state.tx.us/tax ermi�! and fill out the applicatian to appiy for your Texas tax ID. (2) The firm's e-mail address and fax number. (3} The firzn's DUNS number as issued by Dun & Bradstreet. This number is used by the City far required reporting on Federal Aid projects. The DUNS nuznber may be obtained at wv�w.dnb.cnm. d. Resumes reflecting the ca�struction experience of the principles of the �rm for �irms submitting their initial prequaliftcation. These resumes should include t�e size and seope of the woric perfortned. e. Other information as requestec,i by the City. 2. Prequalification Requirements a. Financial Staterraents. Financial statement subrnission must �e prrovided in accordance with the following: (1) The City requires that tl�e original Financial Statement or a cei�zfied eopy be subrnitted for consideration. Cll"Y OF FOizT WORTH N. Riverside Drive from Golden Triangle to Keller Hfcks STAi�AItD CONSTRUCTION SPECIF'ICATION DOCiJMENTS City PraJect #101567 Re�ised d�ly 1, ZOl l oonsti-2 bipDERS pREQi7ALIFICATIDNS Page 2 Qf 3 i'.7 {2j To be satisfaetory, the financial statements must be audited or reviewed by an independen.t, certi�ied public accounting firm ragistered and in gaod standing in any state. Current Texas statues also require that accounting �'irms performing audits or revsews an business entitias within the S�ate of Texas be properly licensed or registered with the Texas 5tate Board of Publac Accountancy. (3) The accounting firm should state in the audit repart or review whether tk�e contractar is an individual, corporation, or limited liability cornpany. (4) Firiancial 5tatements must he presented in U.S. dollars at the current rate of exehange of the Balance Sheet date. (5) The City wi11 not recognize any certiited public accaunt�nt as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contract�ng company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United Stat�s of America. This must be stated in the accounting firm's opizzion. It should: (1) express an unqualified apinion, or (2} express a qualiiied apinion on the statements taken as a whole. (7) The City reserves the right ta require a new statement at any time. ($) The financial statement must be prepared as of the last day of any rnonth, not more thata one year old and must be on %Ie with the City 16 mouths thereafter, in accardance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the puiposes of awarding coniracts. Bidding capacity is datermined by multiplying the positive net w�orking capital (worl�ing capital � cuxrent assets -- current liabilities) hy a factor of 1Q. Oniy those statements reflecting a positive net warking capital position wi11 be considered satisfactory for prequalificatian purposes. (10) In the ease that a hidding date falls witY�in the time a new financial statement is beiz�g prepared, the previous. statement shall be updated with proper verification. Bidder P�equalification Application. A Bidder Prequali�ication Application must be submitted aiong wiih audited or reviewed financial statements by �irms wislaing to be eligible to bid on a!1 classes of eonstruetion and maintenance projects. Incomp�ete Applications will be rej ected. (1} In thase schedules where there is nothing to report, the notation of "None" or "NIA" should be inserted. (2} A minimum of five (5) ref�rences of related work must be prnvi�ded. (3) Submissian of an equipment schedule which indicafes equipment under the contral of tha Contractor and whieh is related to 1�he type of work far which the Contactor is seeking prec�ualification. Ti�e sehedule must include the manufacturer, model and general comm.on description of each piece of equiprnent. Abbreviatzans or rneans af describing equipment ather than provided above wzll not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a coniractar's prequalifieation. b. T�e City may reject, suspend, or modify any prequali�ication for failure by the contractor to demonstrate acceptable financzal abilify or performance. c. The City will issue a letter as to the status of the prequaliiication approval. N. Ri�erside Drive from Golden Triangle to Keller Hicks C1TY OF FDRT WORTH City Proje�t #101567 STANllARD CONSTRUCTLOIV SPECTFTCATION DOCUMENTS Revised 3u1y 1, 201 I 00A51L-3 BII7DE�L5 PR�QUALIFiCATI0AI3 P4ge 3 of 3 d. If a contractor has a valid prequalification letter, the contractar will be eligible to bid the prequalified work types until the expiration date stated in the letter. END O� SECTION CITY OF FOR� WORT[� IV. Ri�erside Dri�e frnm Golden Triangle to Keller Hicks STANAARD CONSTRUC�'ION SP�CIFICATIOI�I DQCUMENTS City P�oject #101567 Revised July 1, 2Q11 004512 BI� FDRM Paqe 1 of 1 s�cr�o� oa �5 �z PREQl1ALIFICATION STATEMENT Each Bi�der far a City procurernent is required io complete the information below by identifying the prequalified contractors andlar subcontractors whom they intend to �tilize for the major rrvotk type(s) listed. Prequafification Major 1Nork Type Contractorl5ubcontractor Compa�y Name EXp�ration Date Concr�te Pa�ing Construction 1 Reconstruction (1p,744 SY McClend�n Const Co Inc anc� greater) Asphalt Paving Canstruction peachtree Construction (Less than 1 Q00 SY) Roadway Lightir�g Durable Specialties Traffic Sigr�als �urable SpeciaftEes The undersigned hereby certifies that ths contractors andlor subcontractors described in tF�e table above are currently prequafified for ihe work types listed. �ID��R: McClendon Construction Company, Inc PO Bax 999 Burleson, TX 7C097 Sy: an McClendon (Signatt�re} - - Title: President �ate: r v � � � CIiY QF FOR7 W�RTH STAN�A�iD CONSTRUCTION 5PECIFICATlON DOCi1MENTS Form Revised 20120120 �� o� s�c�io� 00 41 00 101567 Bid Proposal Workbook OQ452b-1 CONTAACTflR COMPLIANCE'WITH WORKLR'S COMPENSATION LAW Page 1 of 1 0 Puxsuant to Texas Labor Code S.ection 406.096(a), as amended, Contraetor certifies that it provides worker's compensaiion insuranee coverage for all of its etnployees employed an City Project No. 101567. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.496(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's campensation covera e. McC�ENDO�CONSi. CO., INC, CONTRACTOR: P.O. �OX 999 �URLESON; ��XAS 7609� • By: �� . � �G.�ta �, Company (Please Print) �i Address 2 CONTRACT�R COIV�LIANCE WITH WORKER'S COMPENSATION LAW 3 4 5 6 7 9 ia il 12 13 14 15 16 1'] 18 19 Zo zi 22 23 24 2S 26 27 28 29 30 31 3a 33 CitylState/Zip THE STATE OF TEX1�S COUNTY OF TARRANT �ECTION 00 45 26 § 0 Title: i}ti�y�;�Fe�==�= _ {i'lease Print) B�ORE ME, the ut�dersi ed authority, on this day personally appeared �, �.,,� "� �,, v�, , known to me to be the person whose name is wt subscrihed to the foregoing in rume t, and aekno ledge to me t�at he/she executed the sama as the act and deed of ��iL �G k C��s�� :w�. � t��p��ases and cansideration therein expressed an�i in the capacity therein stated. G�,NEN LJNDER MY IIAND AND SEAL OF OFF�CE this day of �� , 20�a-- 34 - 35 Q�P�,;pu��Jus�in K �I�ir 36 _�. ,�:*E Na4ary Publtc, State of Texas 37 ��'�•�: Cam[n.Expires021D5/2025 38 �'�� Kotary I[7 1292943�7 39 40 _ .�s . �l�tary Public i� nr the 5tate of Texas END OF SECTTON C1TY OF FORT WORTFI STANDARD CQIVSTRUCTION SPECIFICATIQN DOCLfMENTS Revised Jttly Y, 2011 N. Riverside from Golden Triangle to Keller Hicks City Project #101567 OU45�}0-1 Business Equity Gaal Page 1 of 2 SECTION UO 45 40 2 Business Equity Goal 3 APPLICATION OF P�LICY 4 If the total dollar value of the cantract is $100,000 ormore, then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Mino�ity-, andlor Wom�en-, owned Susfness Enterprises 6 (MIWBEs}. S POLICY STATEMGNT 9 It is the policy of the City of Fort Worth to ensure the fu�l and equitable participation of Business Equity 10 Fitms when applicable, in the procuretnent of al� goads and services. All requirements and regulations 11 stated in the City's Busin�ss Equity Ordinanee No.25165-10-2Q21, (rep�acing Ordinance No. 24534-11- 12 2420 {eodified at: htt�., �-.,��:fil�+•a� .�+ a,r1 ��:��_c:,m�,;�d�-�t�F.,�,�-�i�llu�c.zlf:'t-w::rtf: t-:/4-0-(�'''.cc, �) apply to 13 this bid. 14 15 BUS�NESS E UITY PROJECT GOAL 16 The City's Business Equity goai on this project is 16% of the total bid value of the coni�act (Base bid 17 applies to Parks and Cnmtnunity S'ervices). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On� City contracts where a Business Equity Goal is applied, of%rors are required to co�ply with the City's 21 Business Equity Ordinance by meeting or exceeding the abave stated goal or otlserwise co�ply with the 22 ordinance through ane of the fo.11owing methads: 1. Commercially useial services performed by a 23 Business Equity prime contractor, 2. Business Equity subcantracting participation, 3. Cambination 24 of Business Eq�ity primc ser'vices and Business Ec�nity subcontracting participation, 4. Business 25 Equity Joint VenturalMentor-Proteg� participation, 5. Goad Faith Effort docamentation, or 6. 26 Prime contractor Waiver documentaiion. 27 28 29 3Q 31 32 33 34 3S 36 37 38 39 44 41 42 43 44 45 46 47 48 49 SUBMITTAL OF REQUIRED DOCUMENTATION Applicable documents (listed below) must be recei�ed by the Purchasing Division, OR the offeror shal� EMAIL the Business Equity documentation to the assigned City of Fort Worth Pxaject Manager ar Department Designee. Documents are to be received no later thaa �:00 p.m., on the third City business day after the bid openin� date, exclusive of the bid opening date. The Offerar must submit one or mara of the following docuz�nents: 1. Utilization Farm and Letter(s) of Intent, if the goal is met or exceeded; 2. Good Faith Effort Form and Ut�lization Fo.rm, including suppor�ing documentation, if participation is less than stated gnal, ar no Business Equity participation is accomplished; 3. Prime Contracfor Waiver Form, ineluding supporting cioeumentation, if the Offeror will perform all subcontractinglsupplier opportunities; or 4. doint VenturelMentor�-Proteg� Farrn, if goal is met or exceeded with a]oint Venture or Mentor- Protege participation. These forms can be found at: Business Equity Utilization Form and Letter of Intent l]ttp..://��S.iU1'iw�li[ilit';n� �v"-'ll�l��IC.�.t� _ vu[ ., R_ i,uii �'r_vi��iJ(.I °„2UMWBE/N�W%20i3usiness'%20E Llit `'ra,200rdin�nceB��ir�ess°/aLO�; ui �:ozOUtilizationio?OFaz��n. �r�f Lat�er of Intent C1TY OF FORT WOR'�H ST1#NIjARD CONS'I'RUCTION SPECICICe4i'ION DOCUMENTS Revised Qctober 27, 2021 N. Rivecside fram Golden Triangte tn Keller-Hicke City Project #101567 oaasao-a Business Equity Gaal Page 2 of 2 I htt s:lla s.fortworthtexas. ov/Pra 4ctR�sourceslR��oure:,ai'I�t� MV4 Br [�[EW BusinPS.; r. uit-� 2 ur�i��ancer'Letter uf lnt .nt-'�0_7_ i.pdf 3 4 Business Equity Gaod Faith Effort For�n 5 https��.ap� �.�qrtv:•�rt.ht�.: ��ov1Yr7�c, ilif -�urc�.,/R� „�ur� sP/60%20- � %20MVVBE,/NEW'%208usir►ess%u2U� ui �I(7�UUPC�II]`dL3Ci.IBll51llES5°/„20E ui %20Good"/o20Faith%20Ef 7 1nrt`;� "OFoi�,n.adf 8 9 Business Equity Prime Contractar Waiver Form 10 1� �� ,fortwartl�tc• _�,. =o� rr��tR� -�ourc�;1�R �uE. ,�`.-,p.,, ��_ I1 .C" "` riL�INEW°/u20Busit�ess°/o20E uit %200rci�nancelBusmess°ra20Ec tti °��LOPriine`i��flC'ontraetor 12 � , ��Vv �i��: ; ��f 13 14 15 16 17 I$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Business Equity Joint Venture Fnrnn il� ��.fartwortht.x;-�� uU�/Yroke:tR-��ur; �• R ;��u��. .�n ��jD��- oo�OMdVBF 'tiE�f ��OB» in��,T �A�-quih�_�2Uurnlnan�_.�'BuNii��_ . !OF_ ui U �OJc�',nt` ��z-.:nt,�r�.t,di FAILi1RE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WTLL RESUI.T IN THE BIDDERIOFF�ROR B�ING DECLARED NON-RESPONSIVE AND THE BID REJECTED. �AILi1RE TO SUBMIT THE RE UIRED BUSINESS E IITY DOCUMENTATION OR OTAERWISE COMPLY WITH THE ORDINANCE W1GL RESULT IN THE BID BEING DECLARED NON- RESP�NSIVE THE BID REJECTED AND MAY SUBJ�CT THE BIDDERI�FFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-3�3 OR THE ORDINANCE. For Questions, Piease Cantact Tl�e Bnsi�aess Equity Division of the Departrnent of Diversity and Inclnsion at {817) 392-�674. END �F SECTION C1TY q'� FORT WORTH 5TANbARI3 C(3NSTRUCTION SPECIFICATION DOCiJivIENTS Revised October 27, 2021 N. Riverside from Golden Triangle to Keller-Hisks City Piroject #101567 oa sz a3 - i Agreement Yage f of6 SECTION DO 52 43 AGREEMENT THXS AGREEMENT, authorized on February 8, �022, is made by and bett�veen the City of I'ort Worth, a Texas home rule municipality, acting by and through its duly authoxized City Manager, ("City"), and McCl+�ndQn Constrnction Com an Inc., authorized to do business in T�xas, acting by and t%rough its duly authorized rapresentativ�, ("Contractor"}. City and Cnntractor may jointly be ref�rred to as Parties. City and Cor�tractor, in consideration of the mutu�l covenants hereinafter set forth, agree as follows: Articic 1. WORK Contractor shall eomplete all Wark as speci�ied or indicated in the Cont�act Documents far the Project identified herein. Article 2. PROJECT The project %r which tl�e Work under the Cantraci Documents may be fhe whole or only a part is generaSly described as follows: N. Riverside Drive fro�n Golden Trian le to Keller-Hi�ks Ci Pra'ect #1A156'� Article 3. CONTRACT PRXCE C:iiy agrees to pay Contractor for performanee nf the Work in accordance vvith the Contract Documents an amount, in current funds, of Four Million, One Hundred Twenty-Five Ti�nusand, Six Hundred One and 4S/100 Dollars ($ 4,125,601.45 ). Contract price may be adjusted by change orders duly authorized by the Parties. Article �. CONTRACT TIME 4.1 Finai Acceptance. The Work shall be complete for Final Acceptance within 480 C.alendar days after the date when the Coniract Time cotnmences to run, as pravided in Faragtaph 2.02 of ths General Condjtions, plus any e�tensian thereof allowed in accordance with Artiele 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence far completion af Milestones, if any, and to achieue Final Acceptanee of the Work and City and the public vvill suffer from [oss of use if the Work is not completed within the time(s} specifi�d in Paraga�h 4.1 above. The Contractor also eeaognizes the delays, expense and diff'iculties involved in proving in a legai proceeding, the actuai lass suffered by the City if the Wor�C is not completed on time. Accordingly, instead of requiring any such proof, Contractar agrees that as liquidated damages for delay (but not as a penaiiy), Contractor shall pay City Six Hundred FiftY Dol�ars and �01100 Dollars ($6�O.Q0 for each day that expires after the time speci�ied in Paragraph 4.1 for Final Acceptance until the City issues the FinaS Letter of Acceptance. CITY OP POItT WORTA N. Riverside Drive from Galden Triangle to Keller-Hicks STANL)ARD CONSTRUCTIOl�i 5PEGIFICATIQN pOCifMHNT5 City Project#ifl1567 Revised 9/01I2021 R05243-2 Agreement 1'age 2 of 6 Artiele S. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Docurn�nts which cotnprise the entire agreement betwean Ciiy and Cor�tractnr concerning the Work consist of the foilawing: 1. This Agreement. 2. Attachments to this Agreement: a. Sid Form b. c. d. e. f. g• h. i. 1) Proposal �`orm 2) Vendor Compjiance to Skate Law Non-Resident Bidder 3} Prequalification Statement 4) State and Federal documents (project specafic) Current Prevailing Wage Rate TabSe lnsurance ACORD FQrm(s) Payment Bond Performance Bond Maintenance Sond Power of Attorney for the Bonds Worke:r's Coinpensatian Affidavit MBE andlor SBE Utilization Form 3. General Conditions. 4. Supplem�ntary Conditions. S. Specifications specifically made a part of the Contract Documents by attachment or, if not attacheci, as incorporated by xeference and described in the Tahle of Contents of the Project's Contract Dacuments. b. Drawings. 7. Addenda. 8. ❑ocumentation submitted by Contraciar priar to Notice of Award. 9. The following which rnay be delivered or issued after the Ef%ctive Date of tl�e Agreement and, if issued, becozne an incorporated �aart of the Contract Documents: a. Natice to Prn.ceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article G. INDEMNIFICATXON 6.1 Con�raetor cavenants and agrees to indemnify, hnld harmless anc� defend, at its own expense, the city, ifs of�'icers, servants and emploqees, from and a�ainst any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its afficers, �gents, employees, subcon�ractors, licenses ar invitees under tbis contract. This indemni�cateon rovision is s eci�eall intended to o erate and be effectave even if it is alie ed or praven that all or same af the damages bein� sou ht were caused, in whole or in parf, hV any act, omission or negligenee of the ci . Th�s indemttity prflvision is intended to include, without limitation, in�demniLy for costs, expenses and legal fees xncurred by tbe city in defending against such claims and causes bf aCtions. CITY OF PORT WORTIT N. Riversida Drive from Golden Triangle ta Keller-Hicks STANDAI2{� CON$TRUCTION SPECIFICATION DOCUME1riTS City Project #1D1567 Ttevised 9101l2Q21 005243-3 Ag�eemeot Page3 of6 6.� Contractor ct�venants and agrees tn indemnify and hold harmless, At its own expense, the ciEy, its officers, servants and employees, from and against any and all ioss, damsge or destruction of property of the cit�y, arising out o�, Qr alleged to arise aut of, the r�+ork and services io he performed by the contractvr; its officers, agents, employees, subcantractors, licensees or invitees under this contract. This indemniiit�tion rovision is s eeificall intended to o erate and he effective even if it is alle ed or roven that all ar some of the dama es bein sou ht were caused in whole ar in art bv anv act, ami�sioa or negIigence of the ci . Art3cle 7. MI�CELLANEOU� 7.1 Terms, Terms used in this Ageement which are de�iled in Article 1 of the General Conditions will have the meanings indicated in the General Canditions. 7.2 Assignment of Contraet. This Agreemen�, including a11 of the Contract Dacuinents may not be assigned by ihe Contractar without the advanced express �vrittan consent af the City. 7.3 Suecessors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representati�es io the other parly hereto,. in respect to a1I covenants, agreements and obligations contained in the Contract Documents. 7.4 5everability/Nan-Waiver of Claims. Any provision or part af the Contract Documents held to be unconstitutional, vaid ar unenforceable 6y a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue ta be valid. and bind�ng upon City and Contractox, 'The failur�e of City or Contractor to insist upon the perforrnance of a:ny term or provisian of this Agreement or to exercise any right gran#ed herein shaIl not constitute a waiver of City's or Contractor's respeetive right to insist upon appropriate performance ar to assert an� such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contraet Documents is performable in the State of Texas. Venue shall be Tarrant Caunty, Texas, or the United States District Caurt for the Northern District of Texas, Fnrt Worth Division. 7.6 Authority to Sign. Contxactor shail attach evidence of authority ta sign Agreement if signed by sameone ot�er than the duly authorized signatory of the Contractor. 7.7 Nan-appropriation of Funds. In the eveni no funds or insufF'icient funds are appropriated by City in any fiscai period for any paymer►ts due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscai p�riad for which apprapriations were received without penaity ar expense to City of any kind whatsoever, except as to the portions of the payments herein ageed upon for which funds llave been appropriated. CITY OE' FORT WORTH N. Riverside Drive from Golden Triangie to Keller-Hicks STANDARD CDNSTRUCTI0�1 SP�CiFICATIdN DOCUMENTS CiYy Project #10156? Revised 5/U1I2021 oosza3-a Agrcement Page 4 o.f G 7.8 Prohibition On Contracts With Companies Baycotting Israel. Contractor, unless a sole proprietor, ac�cnowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or inore f�ll time-employees and the coiltract value is $100,000 or more, the City is prohibited frotn entering into a contract with a camp.any for goods or services unless the contract contains a written veriiication fcorri the company that it: (1) does not boycott Israel; and {2) will noi boycott Israel durii�g the term of the cantract. The terins "boycott Israel" and "company" shajl haue the meaniags ascribed tfl thase terms in 5ection 808.001 of the Texas Governmeni Cocie. By signing tltis contract, Contractor certi�ies that Contrac�ar's signature provides written verification to the Ciiy that if Chapter 2271, Texa� Government Code applies, Contrac�or: (1) does not boycati Israel; and (Z) wiil not boycotE Israel during the term of the eantract. 7.9 Prohibition an Boycoiting Energy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code-{as added by Acts 2021, 87th Leg., R.S., S.B. t3, § 2), the City is prohibitet[ fram entering into a contract for goods or services that has a�value of $104,000 or more, which wi11 be paid wholly or partly from public funds of the City, with a company (with 10 or more full-tlme employees) unless the eantract contains a written verification from the company ti�at it: (1) daes not boycott energy companies; anci (2) will not boycott energy companies during the term of the contract. 'I'he terms "bnycott energy company" and "company" have the meanir�g ascribed to those terrns by Chapter 2274 of the Texas �C'rovernment Cade {as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2}. To the extent that Ci�apter 2274 of ti�e Governme�t Cade is applicable to this Agreement, by si�ning tb�rs Agreement, Contractor certi�es that Contractor's signature prQvides written veri�ication to the Gity that Contractor: (1) does not boycott eaergy companies; and (2) will nat boycott energy compauies during the term o� this Agreement. 7.10 Prohik�ition on Discrimina�ion Against Firearrn and Ammunition Industries. Contractor acknowledges that except as oth�rw�se provided by Cliapter 2274 af the Texas Government Code (as added by Acts 2021, 87th Leg., R.S,, S.B. 19, § I), the City is prohibited fram entering into a contract for gaods nr sez`vices that has a value of $10�,000 ar mare which will be paid wholly or partiy fi'om public funds of the CiTy, with a company (with 10 or more full-time employees) uniess the contract cQntains a written verifi�atian from the company that it: {I) does not have a practice, poliey, guitiance, or direciive that discriminates against a firearm e�tity or firearm trade association; and (2) will not discriminate durit�g the term of the contract against a firearm entity or firearm trade assaciation. The terms "discriminate," "firearm entity" and "firearm trade association" have the �neaning ascribed to those terms by Chapter 2274 of the Texas Government Cade {as added by Acts 2021, 87th Leg., R.S., S.B. ] 9, § l). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certiiies that Contractor's signat�re provides w�itten verif'icatinn ta the City that Contractor: (1) does not have � practice, policy, guidance, or directive that discriminates a�ainst a iirearm eniity or f�rearm trade association; and (3�) will not discriminate against a firearm entity or firearm trade association during t�e term of this Agreement. G7TY pF FORT WORTH N. Riverside D�ive �n�n Golden Triangle ro Kelier-Hicks STANDARD CON5TIZUCTION SPBCIFICAT[DN DOCUtv1ENT5 Ciry Praject � I Oi 567 $evised 9/01/2021 OQ5243-5 Agreement Page S of 6 7.11 lmmigraYion Nationality Act. Contractor shali verify the identity and emp�oyrnent eligibility of its employees who p�rform work under this Agreement, including cotnpleting the Employmant Eligibility Verification Form (I-9). Upan re�uest by City, Contraetor shall provide City with copies of a�l I-9 forr►zs and supparting eligibility documentatian for each employee who performs work under tivs Agreement. Contractor shall adhere to all Federal and State laws as well as e5tahlish appropriate pi•ocedures a�d cantrols so that no services will b� performed hy any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND FIOLD CXTY HARMLESS FROM ANY PENALTiES, LIABXLITIES, OR LOSS�S DUE TO VXOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLUYEES, SUECONTRACTORS, AG�NTS, OR LICENSEES. City, upon written notice to Contractor, sha.il have the right ta immediately terminate th�s Agreement for violations of this provision by Contractor. 7.12 No Third-Parly Beneficiarles. This Agreement gi�es no rights or benefits to anyone other than the City and the Contractvr and there are na third-party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractar, its subcontractars and equipment and materials suppliers on the PROJECT or their sureties, shali maintain t�o direct action against the Engin��r, its officers, ernployees, and subcontractors., far any claim arising out of, in connection with, ar resulting fro�n the engineering services performed. Or�ly the Cit� will b.e the beneficiary of any undertaking by the Engineer. The presence or duties af the Bngineer's perso.nnel at a construction site, whether as an-site r�presentatives or otherwise, da not make the Engineer or its personnel in any way responsibla for those duties that belong to the City a.ndlor the City's constr�ctian contrac#ors ar other entities, and da not relie�e the construction contractors or any other entity of their obligatians, duties, and responsibiliYies, including, but not limited ta, ali construction methods, means, techniques, sequences, anci procedures necessary for coordinaiing and completing all portions of the canstructian waf•k in accordance with the Gontract Documents and at�y health or safeiy precautians reqLtired by sucl� construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor ar other entity or their employees in connection with their work or any health or safety precautions. CITY QF FORT WORTH N. Riversidc Drive fram Golden Triangle Eo Ke11er-Hicks STANAARD CON5TRUCTION SPECIPTCATION DOGOM��TTS City Project #101567 Revised 9/01/2021 00 52 43 - G Agreement Page 6 ofG IN WITNESS WHER�OF, City and Conf�•actor have each executed tliis Ag�•eement to be effective as of the date subsc��ibed by the City's designated Assistant City IWlanage�� {"Effecti�e Date"). Gontractor: �fi�c Ll�n d o n i.� f►�flail �� i ��t,• / 1 � I�� t 4- l:iJ�4-' N {P��inted Name) �t �,y�,�:��t Tit1e �1cCL�iVDOi� C4NS% C0.,1�l�� P.O. BOX 999 Address ' CitylStatelZip City of Fo�•t Wor�lz By' � I � - . �,r "��: ,�' Dana Burghdofi , Assistant Ciiy l�lFanager ` �� - Date � ��p� �; "'•:`�'� . �.. .,..�� :� ti e' y�, .•�' �z,. ��.��.. A�t�st: �`°� � �� . �� , � r - �� an efte Goodall, City Secretai �` �; Tet {�F'al} `�' ;�,� � � � M&C: 22-0104 Date Date: 2-8-2022 Form 1295 No.: 2021-835649 Contract Co�pliance Manager: By signing, l aclaiawledge that I am the person responsible for the rnonitoring and administz•ation af this contract, including ensuritig a!1 perforinanca and repox�ting ��equirements. . � . �_ � . � : J' � - - — a Ale��n�ra Ayala Sr. Pz•oject Manager Approved as ta Form and Legality: �� Douglas W. Black Sr. Assistant City Attorney APPROV i COMMENDED: � � �, William 301��on, Dii•ector Transportation & Publio Wo�•ks I��nt CITY OF PORT W�RTH N. Riverside Drive frat� Gy1u��'inangle to Keiier-Hieks STANDARD COiVSTRUC7'I03V 5PECIFICATION �OCLIMENTS ��t�p-+��'��' Revised 9/01/2021 _ _ � . 00 52 43 - 6 Agreement Pageb of6 IN WIT'N�SS WHEREOF, City and Contractor have each executed thls Ageement to b� effective as of the date subscribed by the Ciiy's designated Assistant City Manager ("Effective Dat�"). Coniractor: � f , p %'�c �G�+�,.^�r� � + �h (Printed Name) —ilr�: � r.e.t�;�- Tirle Mcc��H�oN ca�isT co., INC, P.O. BOX 999 Address ' C ity/Stat�/Zip Ciiy of Fort Worth Assistant City Manager Date Attest: Jannette Goodall, City Secretary {Seal) � -- � �, � �� M&C: 22-0104 Date Date: 2-8-2022 Form 1295 No.: 2021-835649 �' Contract Cotnpliance Manager: � By s�g►1ing, I ac�rnowiedge that I am the person responsible for th� monitaring arid � � ac3ministration of this contract, including � ensuring aIl performance and reporting requirement5. Aleja.n�tr'a Ayala Sr. Project Manager Approved as to Form arid Legality: Douglas W. Black Sr. Assistant City Attorney APFROVAL RECOMMENDED: William Johnson, Director Transportatian & Public Works Department CITY OF �'ORT WOR'FH N. Riverside Drive froin Golden Triangle to Keller-Hicks STANDARIJ COI�STRUCTION SP�CIFICATiON D4GUMEI�TS Cily Project #1O1S57 Revised 410i/2021 Bond Number TXC614'f 73 1 2 3 4 5 6 7 R 9 l0 II 12 i3 14 ]5 1G 17 18 19 20 21 22 23 24 zs 26 27 2� 29 30 � `CiIE S"i'ATE CUF '1��X,�1,� COUNTY QF'1'A1utAT'+i'�' no U� ta - � ��r:izronn�nNce Qor�n I'age 1 uf2 SLC'1'�(3loi 00 Gl 1� �'ER[�QItMIANCE; I3(�NI7 � § K1�OW ALL 13Y TIZ�,�� RI�SENT�: § 7'{��t we, McClEndon Canstruction Compan Iny,_c._ ___ _, l:na4vn �s "iariizciEs�l" l�er�i�� n��d Merchants Bondin� Cam��any _ Mutu.all_____„_, a. co�•��or�.te surety(si�reties, If 117pr� t�]A17 oii0) C�UI� 3llli�o�•ized tc� clo vusin�:,� in the Stnte of'I'exas, knawn as "SE�rety" herein (wlietl�er �ne or mor�), are hold And Cri��ly la�ttnd untA tl�e City c�f Fort Wprth, a mu��icipal cor�oratit3n creatcd pursu�nt ro llie laws of'fexas, fct�ow,� as "City" ��a��ein, in the penal su�n of, i�our Million, O��e I1«��cl�•ed Tw�nt��'ive Ti�a��s��Six Hun�Ei�ed One and 4S/100 Doll�rs ($!l.12S.C�41.45), InwFEil money of klfc Unitecf St�tes, tc� be paid in Fort Wort�,'C�rra�it CQLllltj�, "t'E�.�S �ai'tll� ])�kj+li]C11t q�'wliich suni `�rell �nd 1.r«iy to �e t�i�d@, we biticl ourselves, our h�i�•s, excciito��s, �dn�i►�Estr�fiors, successnrs �nci assi�ns,�01riC�}'t1ElC� B�V�1'flILS, fi�'tnfy by tl�es� ��-ese��.ts. WH�I2F.��, the Pri�icipal ll�►s entcrecl intn a ccria�n wriEce�z coi3Er�ct with ti�e City aw�rc�ed tha _$th� d�y �af WT'ehr�ia��v , 20��, wlti�lti Contr�cY is hera�y re�`�rred ta a�1d �t��d� a pfirt liereaf fior all �«rpa5es as if fully set fartl� herei��, tc� fiirnis�t afE materi�ls, equi�zment [a�or �iSd otlie�• t�cc�ssat•ies def��ed b�� law, in the �roscct�tion nf ll�.e Work, it�ci�iclii�g any Ch�nge Qrciers, as provided for i« said Cqittr�tct desi�iiated �s 1�. �tivcrsicle Drive fro�nt Galden Tr�angie fo KelEe�•-%�itlss, CiLy �'ruject #�{ll.§�i� �(?W, %`��EI�EFi''OREs �Il� COlid1Cl01] Ot tlliS ()hI[bAt10li iS 5UCI1 lI1�T 1��I1� S�1C� �flflC1�JAI slitiEl Faitl�fiilly po�•fo�'ll1 1� 0�3�I�;��S0115 LIi7CI�P �IlC C417tiCact and sl7�il ( in fltl res�ects tluly ancl ��tithfi�lly perForit� �he Work, incli�ding Cha�ige O�`ders, �n�der fl�c Contr�ct, aecorcli�l� to Ntic� plans, s��ecific�tia��s, �i�d cantr�ct daaumeucs thei�in referrecl to, aE�ei �s well d�iring any period qf exte��sion of df� Cantract tl»t may t�e grantec� op tk�e �art of tltc: City, then thi5 vbli�atian si�all be fiEicl become i�ull �uc1 void, otfle�•wise to rettfai�� in ful! faree anci eF�ect. PRDV�U�.Q TURTHF.R, tl�aE if any legal actian be filed an tliis Bo�id, ven��e shail tie i�; '1'�rraitt County,'1'exas c�r tlic Uniteci Sla�es t3isl�•iat Co«rt Far lh� Northe�•�� Disfirict cafTex�s, I�nrt 32 Wor#}i Division, (;I"i'Y OI� F()K'I' W()!t'1'I E N. River�ide Drive frwjt Ga�derE Trinngle lo Keiler-flicks S7'hNUA ltD C[)NS'FR4 JCi'fON SPE�CI {� IC A'{'IUi�f UOCU fvltiAlTS City Project I! 10l 567 ltevisnd Jttly I, 2ql I OOGf 33-2 PCRrORMANCE I3C?ND Pn�e 2 oE'2 1 ��'�]1S �OElCt l5 ]11RCI@ &I1CL �X�GULc;CI Ill COilipllAI1CC 4VifI1 ��le �]tOVL�Ini15 O� Clilpt�l' 2�.5� Or �Iti 2 '1"�xas CFo�err�nieitt Cnd�, f�s �mended, anci �11 liabilities c�n this i�nnd sltiafl b� deter�nit�ed in 3 �ccorda►ice with fki� ��rovisions af s�id statue, 4 11� WI'1`NT±;�S WI�IEREOT+, tl�c Principal a��ci Iltie Stu�ety have SICiN�D flnd SEAL�;D 5 lhis i�tstrutnent by ciufy �utl�ot�izeci a�ents nr�cE offeers on this the 15th day of February , 20 �2 . 7 S � 10 il l2 I3 !4 15 1G 1? I8 t9 Zo 2i 22 23 24 25 2b ?ry 28 29 30 31 32 33 34 35 36 37 38 39 4D 41 42 43 44 4S A']"TF�ST•' - ' �Prirec,��J �.� �. �.�-,',�. �'� : � - - " �, — �,.. Witn.ess �s tn l'riiici�c�l _��_. _ ��..�`�a ,�C��-. Witil�ss as #o Stireky !'RINCiPAL: .J�lc�l. Co #r 't14n�C �P.�Y�:. f3Y. � — Signasure �an McCkendon President . Naine and 'i� i i I r Acidress: PO Box 996 Burlesan TX 76028 __ SU1tC�TY: erchants,�Bondin Com an _[Mutual]. ._ [3i': _� :��.�_ _�_�--�- - SEgnatu,s� �e�,l._R��, �,_._kt�y�f�=Fact _._. Nai��e a��d 't'itie Adrlress: PO Box 14498 _ Des Maines, IA 50306 _ . Telepl�a��e N��inbee: 210.697.2230 �Nnte: [f sig�aed �iy nt� officer of t3�c �taruty Corn.pat�y, t��e��e must be nn �!e a certi�ed extrmct frfl�n the I�y-iaws showing tltat tltiis person l�as �utl�oeity to sigi� sueh obIigation. if Siirety's pliysicaE �ddress is differe��t frarn its �nti�ling �ddress, Y�ath rnust he 1�rovide�l. T�e d�le of t��e bo�1c� sl�all nt�t bc �rior to thc date the Cont�racC is �wnrded. CCl'Y Ut� l�Olt'f WdRTF[ N. itiversfde [)rivc froiti c3oldcn'Triungtc io t{eNcr Ilicks S'1'ANi3AR� CnNS7'RUC"Cf()1V 5PEC1FlCAT10N !){)CUM�NTS Ckiy lJrojectli 101567 RCVISCii .IEIIj� l. 201 i 1 z � 4 5 6 7 8 9 10 II l2 13 14 1S i6 17 IS r9 2Q �1 22 23 24 �S 26 27 2� ?g 30 3� Bond Number TXC614173 THE S'T�4,T1; Qi� TEXAS C�UNTi. Y {)1+" TARRA�NT SECTIOl�I OU Gl 14 �jnvMcr��r �aN� no �t t� - � PAYv[GN7' B()Vl) �'nge 1 of 2 § � § KNUW ALI� BY THI"�� PR��ENT�: § 'I"hr+t we, McClendon Gonstruction Company, lnc_ � __, knawn f�s "�'rinci�r�i" hecei��, and Merchants Bondin Com any [Mutual]__ �� ,� cnr��v�•�t� sureFy (sureties), du[y tu�tl�orized ta do busii�ess in tltie St�te af Texas, kno4�n �s "�urety" hereit� {�vhethe�• one or ��ore), arc held a��d fi��miy l�a�md �n�lo t[�e City nf Forl Worth, h �n�E�i�i��) cor��oi"s�i1011 Cl'C�II�CI �UPSLlilpt i0 lll� 1�W5 ��tI18 Stc�iC O.�T�X�S, I<i�o«tti €ts "Ciiy" hereiu, in tkle ��enal sitnt of �'c�t�r MiIIiQ�� One Ilujid�•ed `�'we�� -F�ive Titaus�nd. Six �-Itiiidrecj One and l�51140 naflars ($� lm,a 25 G01,�5), Eatwt'iil mt�ney af tl�e Ui�ited St�tes, to b� �aicl i�� Fort Wo��tit, Tari�actt C«u�ity, `l'ex�s, for tV�e p�yEt�ei�t of �vl�ich �t�in we11 ai�d truly ba ii7�de, �Y4 IllI1C� (2lll'S@IYt;S, otkr liei�•s, exectito�•s, adtiii�tislrtitors, successa�'s and ftssi�;ns, ,jointly and s��e�•ally, ti«�ty t�y �t�ese ��'e5ents: WI�IERGA�, P[•iE�ni�a! l�as et�tet�ed iiita a cerfaii� w�•itt�n Confraci witl� C:ity, �wF►rded tlie � 8th ci�y ofl�cbruarv, 2022, ��rfiich Contract is hereby t�et'errcd to nncl n�at�e a part 1�e�reot' for atE p��r��os�s as if fiEily set fo�•kl� hcr�in, t� ft�rnislj ail TT7RtCE'itil5, ec�uipment, la�oi' a�tid ot�ie�' �i(:(:8560!'185 �5 dO�ilE[� �y ItlFY, 1.Ck �IIE% ��Yf�S�Gf1Cl0Il O��Il� WOi�C f1S �JCOVICI�E� �OY ltl 5fl1C� CUI1LYii�t atl(i dc�sig3��t�d as P1. Rive��ide Driv� froxt► Golden Trian�le ta Keltar-Hic�, Ci#y Px•o�ect # 101 �b'� NUW, TI-ITREi{DitE, '�'I [L C()3�IDITiOi� OF 7'H�S OI3LiCYATIOr1 is sEtch ti�t�t iE' Priucipal sl�alt pay all nzonies owing to any (and a11) �ayn�ant bond 6ene�ci��y (as defned in Ch�pter 2253 af ilf� '�'exas Gpv�rt7�i}enl Codc:, as ame:i�ded) in tl�e pros4cutioit of ti�e Work t�nder Ehe Ca��tract, ti�eii tliis obli�ati4�� sizall he and beco�ne Eiitll �ild �oid; otlz�rwis� ta remai�t in �11 fo�•ce and CfFect. '1'Itis band is ntade and eYectited i�t �onipiia��c� with the �rovisiat�s of Cl�npt�r 2253 of the Texas Gc�ve��nn�etlt C�de, tis amonded, z��d all [i�bilities on t11is bcsnci sh�If �a determin�ci iE� ticcorda�tc� witli tlie prnvisions of snid statute. E:fl'Y Oi� r0fi"f WURTI I t�l. Iiiversi�fu Urivc fCou� Cinlde�� 1'riim�ie to Kekler-[�icks 5'I'ANDAEti.) COt�f5'iRUC:T[ON S1'i:f:Ei�1CA7'I[}�1 I�OCUML'N'fS City !'rojccE !! 1U15fi7 [�ev[scd July 1, 2U l ! 1 1 ? 3 a an6E ta-2 PA1'MI:NT ilQND Pagc 2 nf 2 1N WIT�E�S WHER�CI�', ti�e Principli and Surety l�ave e�.ch 5%(3N�D ai�d SEAl.,I;D tl�is instr��inent by duly a�it:kiorizec� �gents ttnd ofFicers a� this the 15th _� d�y of Februanr _ �, 2q 22 I'RINCTI'�11..: McClendon Construetion Com an _ Inc. 13Y� Signattirc A'i"ii:ST, � (�Y�1Cl�TflI1 ��ta��l,ni't� ' � ; � �� V�., v - i r .� Witness as to Pri�lc�pa! AT`�`E�T: (Siirety} Sec:ret�ry Dan McClendon President Namc t�l�d. Title Acidr�ess: FO 8ox 996 Burleson, TX 76Q28 sui��v: Merchant� Bonding_Company�utua_IL__ �_ . � r I � ', L.f.11-'" ` BY: . � �+._ ,- - �...._--.— - w� S�gna�u � � � Betty J.`Reeh Aftarne -�n-Fact Naina n��d Titku �►dc�ress: PO Box 1A�498 Des Maines iA 5Q306 � o��al��i��— _ - — WitE��ss as to Surety To��hone Nu�nbei�: 210.897.2230 S G Nnte: 1�' si�,�ted by �tit ofticer of thc Surety, tit�re mi�st be o�i fiie � cet•ti%ed cxfr�ct from tl�� byl�ws sJzowi��$ tl�at t1�is }�a�•son h�s Au�l3ority to si�,�i suc{i nhligntion. it' Surety's plrysic�l g �rid�•ess is ditferent f��: iks maiiing addresa, bath must be prc�vided. 9 lfl The dltc ofthe boi�d sf��1i nc�l be prior ta tlie d�rte tl�e Cont�•Aat is lward�ct, m 12 E1�iD Qr SEC'flOi� Ci'1'Y OF FOR'1' W�l�'1'H N.ltivarsicEe Drive I'rpm Gaiden'fri�rngle tn Kuller-Hicks STAN!)ARI] CflNS'I'IiUCTIQN SPECN'iCATIqN []CJCUME;N'I'S City t'rojcct # 1015G7 Rcvised Ju1y I, 20i I I 2 3 4 5 G 7 $ c} 10 1i 12 13 14 i5 1S i7 1� 19 ZO 21 22 23 24 25 2b �T 2$ 29 3(3 31 32 33 34 Band Number TXC614173 TH� S'�AT� C}��" TCXA.� COilI�TY OF `I'ARRAP�'1' OOGI 19-1 MAtN�NnNCr BO�In P�ge l oC3 sEc�r�o� no �� g MA1N'�'LNANL'l; BOND � § K�'OW ALI� 13Y TiiL�F PRE��NTSt � "I'list we McClendon Canstruction Campany, Inc. �_ ,��ow�i as "Priatcipll" l�ereii� ar�c� Merchants Bonding Corrtpany [Mutual] , a eorporate: s�r;•ety (strr�ties, if n�c�t°C tllAEl L�11�� [�lll� lill'Ii(7i'1Z0C� i0 Ci.C} L7L151f1�Ss lll. t{lB 51:�1#C D� T�Xc�S, !<nowi� �5 "5urcty" Iterei�� {��etl�ei� oite ar �i�or�:l. �!!'� I,�.f� altd �rn�ly bound unto t11e City c7f Fflrt WorEi�, x Illll]]1Gl�}ill COI'�OI'ikilQl� Cietll:�(� }7Ltl'SEiAII� tt] 1I1c` l�ws af ll7e Sttttc of Te.xas, ltnown as "City" E��reit�, lil i�l� 5UE11 D� �'ottr Miliic��i �)�10 I�tIEl['�l'8CL T1VCi1� -I� ivc 'I`hausand, Six I•lt�i�dretf_C.Une and �4$/l0U l�allars (`�4.125,601.45), lt�wfiil maney af cl�� i.l��ited Si�t�s, tc3 he paic� in T'ai� Wc�i�h, Tf��rant Co��nty, `l'exas, far payinent of �wl�icli stt�n �vell and t�•cily be in�de untU tite City ��d its si�cc�ssnrs, we �i�id oi�rselvcs, out• l�eirs, executors, adminisirators, suc:cessors �»d assi�;ns, jointly and severa�ly, fii•�nly 6y tlt��e �arescnls. Wi•�E�EA�, tlje Prii�eipal h�t5 eut�recl i�itn a c��•lain writian coi�t�tlet r�vitl� the City aw�cc�ed the $tl�` clay of' lacb„� ruary, 2022, wliicl� Cont��aet is l�erel�y refc��red t� and a made pa��k here�f far afl pt�rpases as if fully set i"4��h herein, to 1'urciish all it�n�eri�ls, cquiprncr�t fabor aitd other accessorEes �s defit�ed by Ittw, in the prosecutian af t.1�c Wo�•k, ii�clE�di�t� 1ny Work resulu��e f`rc+i�� a�iuiy �utltorizerl Cliange Ua�der (collectively lierein, ihe "Work"} as �rovided for i�� said contract �i�t� desi�,��aced as Pt. l�ll�e�xi�e Dri�� f`r�om (;41c�ei� �I �•ian�le fa Keller-Iiicks, Cit,y Pt•o,�ec# t��01��7; a�ick 'WHER�,A�, P�'L[lCIj3�I i)117CI5 i%S�I� LO U5� 5UCI1 Il1A�t'.l�i�ls and to so co��strttc�� tE�e W, FFl� i�� accord�nce with tlr� plan�, s]�eciflCatians snd Cor��ract I3ocumenfis t�at tlle Wa��lc is and wil! remain fi��e fro�n defects in mat��ials oi' �VQl'ICI71111S�ZI�} �OY �lll[� Clllf•in� tl�e periad tif hvo (2) years ��r tlie ci�t� of' �ii�al Acceptance af ti�e Work by il�e City ("Maintenance Period"); anfl VVI�ER��S, i'rincipal 4�ittds itself to re��air ar reconstr�ct the Waek in �vhole or in part u��o�� •�eciving notice from #he City ot'tl�e i7aed tlierclnr at any titne within tt�e M�.intej��nce P�riaci. Cf"I'Y OF FQ�tT WOEi'CI1 1�. Rive�sidc Drive from Golden'i"riai�gka ta Kctter-liicks 5'fANDAR�] CqN5T7tl3C'I'ION SPl'sCfr1CA�I4N I�OCUMI?N'I'S City 1'roje�i f� tQl567 Rcvi�cd July I, 20L1 0061 19-2 MAEN'I'I:NANC� l30%ID Pu�c 2 af 3 I 2 3 4 S G 7 � 9 10 Il i2 13 14 15 16 l7 18 l� ?0 N+QW T�i�itEI�`Qit�, thc co�tdicion nf tliis obii��lian is s«cl� that if i'rinci�nl s3ial{ remedy �ny defective Wot•k, for wl�icly ti��7ely notice was ��t��ided b,y City, tc� n con3��letinn satisfacto�y ta the Ciiy, theiz tliis oUli�ation shall bcco�ne nt�ll aiad voic�; othorwise to t'Ektl�llll 11l fiilf fo�-c� and eftect, PRCI'�A�Ell, HQWEVr.R, if L'rit�cipai shryl{ f'ail sn to re}��ir nr recanstruat �ny timely nofic�d dc%cti�e Wark, it is �greec� tl��t the �ity in�iy cause any a«d �11 such c��faetive Wortc to be: ��epaired andlor reco�ish•tEcted witli �li �ssociatec{ costs tl�ei'eof bein� b�rne l�y the Pi'lllCip�I Ai1CI tf�e; Sure�y u�ider this M.ai«t�►7ance bai�cl; ancl PROViD�D rUI2T1�LCR, th�.t iiany legal �clian l�e filed a�i tf�is }3�ncl, �e3itie shall iie i�i Tflrranl CaE��tity, 'I'ex�s ar tl�e iJnited St�tes I)isCrict� Coi►rt fnr liic Nnrlltern District of'Texas, �'o�•t Wo�-�h Division; and PROVIDI;.A FURT��, tl��t ti�is o�iligatioii s��all be continuo�is in ��t�1re and s�iecessive �'ecavnries Entty �c; itad liet�cot� for sticcessive bre�chcs, CITY UF FC3R'�' WUItT[-I �I. Rive�sidc Driva �roin Golde��'frianglc to Kcller-fiiuks S'1'ANdAlti� GUNSTiiUC'1'EDN SP[:C[fiCA'I'IC)N �QCUMfi:N�l'S City i'rojecl �f 1015G7 Revised Juiy {, 2011 aab� c�R3 n�nnvrE�nr�c:r r�tin�n I'nge 3 of 3 I IteT VJ['1"P1ES� Wf�1EIt�OF, t[�e l3rit�cipai ��td ttte S�Erety ltp�� each SIGN�T� ttitd SE�11..�;D this 2 instru�nciZt. by dtily 2utlx�ritecl a�e�its a�d ofi�icers n�� tiiis ihe 15th 3 Februarx _> 24 2? 3, 5 G 7 8 �} 1� { 1 A'!'"I`F?S`l': - 12 f l3 � ' ^x. - _ - [�4 (4'ri�ipal) S��y 15 1G Y S7 4 ' 1$ , �`� i , l9 J �� t ' , �l 20 W�tness as ta� P�'IilC1PFt�^ �i 2� 23 2�} 25 2G 27 2� 2� A'CTES'C: 3fl 31 _. � 32 (Surcty) Sccrcrary 33 � �� 3� � _ 35 1�Vit��ess t�s to Sureiy 36 If signEci Ly ��3 nfficer of ti�e Surety Co�npai�y, there mt�st k�c� an file � �erCi�ec� extr�t�l fi�onrt tl7e by-lfl�us shorvin�, that tl3is pet•sn�� h�ts flut�ic�rity to si�n such c�bli�;etiott. If 5t�r�ty's phy�i��i �ddr�ss is differ�nt from its maiiit�g address, bath tt�t►st be provit�ed. Ti�e c��tte of t��e k�ond st�ali not be �rior to the date t1�e Contraet is awarded. 37 '�1�fote: 3& 39 �10 41 dayc�[` __. �'itINCIPAL: McCle �a� Canstruction Comp�, Inc BY _ �.- � Signalui•e Dan MeClendon President � Na�ne �nd Trtle Addr�ss; PO Box 996 _ Burleson. TX_ 76028 _ s�rK��rY: Merchanl� Bonding Campaqy [Muival] BY•_`�� "� ` } __ � -.- Sign� re Y�- .a�ty�. _�,.��v_i��-.v. Name and Title �ddj•es5: PO Box 14498, Des Moines, IA 503Q6 6700 Westown Parkway _� . West Des Moines IA 50266 Telephone Nuinbor: 21 Q.69i.2230 Cl'I'Y QF 1'�U1Z"f WOIt7`}I N, l2i�crsidc 13rive!'com Oaide�i'!'ris�nglc Eo Kell�r-Ilieks 5'i��1NDAR1) Cb;+fSl'iiiJC'T[ON SPI�CEFlCA7`iC)N pf7CltMrNTS C'ity �'rojec! N 1 a i 5b7 Eievised July I, 2Dl 1 �� $ot�D��c COAAPAl�YT1A P�ld�� t�iiC)R�J��' KnowAll Persor�s By These Preser�s, that MEFtCHAfVTS Bf�N�I�G GOMPANY (MUTUAL) and M�RCFiANTS NATI�NAL BONDING, INC., poth being corporations of the 5tate af lowa (hetein collactively aalled the "Gompanles") do hereby make, constitute and appoint, individually, Ana Tomes; Andrew Addison; Be�iy J Reeh; 8ryan K 11+iaore; Elizabeth Ortiz; Mich�el fl Hendrickson; PaVicia Ann Lyttae; Pa�ricic Coyle their true and lawfuf Attorney{s�.in-Faet, ta sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts ar�d other wriEten insh'uments in tE�e nature thereof, on behaif of the Companiss in their business of guaranteeing the fldelity of persons, guaranteeing fhe perFatmance of contracts and executing or guaranteeing bonds and underiakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attarney is gra�ted. and is signed and seated by facsimile under and by authoriiy of the foilowing By-Laws adopted by the Board of Directors af Merchants Bonding Company (Mutual) on April 23, 2411 and amended August 14, 2415 and adopted by khe Board of Qirectors of MerchantsNatianal Bonding, inc., on Octabar 16, 2�15. "Th� President, Secretary, Treasurer, or any ilssistant Treasurer or any Assistant Secretary or any Vice Presiderit shaN have power and authority to appaint Attarneys-in-Fact, and to authorize fhem to exec�te on be�alf of tha Company, and attach the seal of the Campany ther�tr�, bonds and undertak€ngs, recognizanc�s, coritracts of indemnity and other writings obligatory in the nature thereof.° °ihe sig�ature af any autharized officer and the seal of the Company may be affixed by facslmile or electronic transmission to any Power af Attorney or Certifiication thereof authar�zing �he execution and delluery o# any bond., undertaldng, recagnizance, oe other surefyshfp nbEfgations of the Campany, and swch signatu�e and seal v�rfi�en so used shall have the same farce and effect as though manually fixed." In connectlon with obiigatians in favor vf the Fiorida beparfinent of Transportation only, it is agreed that the power and aut horiky hereby given to the Attorney-9n-Fact includes any and all consents for ihe release of retained percentages andfor fina{ estima#es on engineering and construction corrtracts required by the 8#ate of Flarida Department of Transpnrtativn. it Is fuNy understood that consenti ng to the State of Florida Department of Transportatian making paymen# oF the final estimata to the Contractor ancilar its assignee, shall not ralieve this surety company of any of its obllgations under its bond. In connection with obligations in favor of the Kentucky Department of FEighways only, it is agreeci that the power and authority hereby given to the AStameyan-Fact cannot be modifiied or revoke8 unless priar written personal notice af such intent has been given to the Commissioner- pe�artment of HighWays af the Cnmmonwealth of Kentucky at least thirty (30} days prior to the modification or revocation. ln Wifness Whereof, the Companies have caused this 9nstrument to be signed and sealed this �9kh day of March , 2021 . ��ss�ii�r�rr�• �o��,..o�� •``•��'�'�„�'�'�( `t�,Q•,•, ' ��,�� ,C��p °• IIIfERC1iANT5 BONDING COIVIPANY tMUTUA�) �� O��i��'��•;��: o+@?�'C��Q�9'�'P✓� M�IiCWANT NAYIQNALBal3€71NG,INC. M�t�'� ��8� oc.a:� �.:e.o nB: �O �' R o�: -O �'�` � : �'� �{��.3 ; w.Ci * a � ' a � 9.�� ; i: � �Y ; �, . . •� •Ctiw .+ 1 . t' +s�Vje; �.. .•; �� .��i " `�`� " � ��o�e° �� , President •��+��t��fit��+ � ��o � � � �� STATE O� IDWA COI�NTY OF DALLAS ss. On this 18th day of March 2021 before me appeared Larry Taylor, to me pe►sonaily known, who being by me duty sworn did say that he is President of MERCHAIVTS BONDING COMI'AlVY {MU7UAL} and M�RCHAN75 NATIDNAL BON�ING, INC.; and that the seals affixed to khe Soregoing insfrument are tfi�e Corparate Seals of the Campanies; and thai the said Enstrument was signed and sea�ed In behalf ofi the Cornpanies by authordy of thetr respective Boards of Directors. ��ti t �, PO��Y lU��AI � . o � Cammission Number 75057f /}-�,�, iM-�"`-' � ° n � � �ly C�mmission Expires " " �_ *� q, * January 07, 2423 Nafary P�blic (Expiration ofi notary's aommi�ion does not invalidate this Instrument) I, Wiliiam Warner, Jr., 5ecretary nfi NkERCNANTS 80Ni71NG COMPANY (MiJTUAL} and MERCWANTS NATIONAt BONDING, INC., do hereby oertify that tha above and foregoirig is a true and correct oapy of the �OWER-OF ATTORN�Y executed by saici Compani.es, which is sti!! in fu4 �orce and effect and itas not been amended or revoked. ln Wi�ness Where�f, I have hereunto set my hand and affxed ihe seal ofthe Companies an this �5th �av � February ,2D22 • o._.. �,,.,..�.,�� . ., �,+``�� 10 R�.q� `•.� e �p�N,��, ..C,UIf�'A� • ��,�� RpgR�,6,�� O 4�P�q� , � * e�" � � � , �`� � � r�: � '' �"G o �'�� rR • a.Z:`�.e�. ap.� �;�1; ok-:� -�- �;-�� ;g:: : �: :�'• 1933 ;'�; 5ecreiary ��y . 2�03 ,r'..L�: � � •. • �r b . D ..��, :�`; �.e��,. .,`�a�a ��,�'••�•••��'�y�� •�ry �`y,{ ��o `�r'��a��ri��* ° �y � � • POA aa�s ��o� (3) Compieted operations co�erage, but only i�: taj The written enntract or wriiten agreement r-equires camp{efed operations coverage or "your work" coverage; and (b) This coaerage part pravides caverage for "bodily injury" or "property damage" includ�d within the "products-completed oper�tinns hazard", However, the insurance afforded to such add�tional insured only applies to the extent permitted by law, i]. Ifithe written contract vr written agreement: (9) Requires "arising out of" language; ar (2} Requires you to provide addltlonal Insured coverage to that person ar organizafion bythe us� nf �ither or bpth of the fo�lowing; (a) Additional insured — Owners, Lessees ar Contraciars — Seheduled person Or Organizatlon endorsement CG 2Q 10 1 D 0'I; or (b) Addi#innallnsured—Owners,Lesse�sorConiractors—CampletedD�erationsendarsementCG20 371Q Oi; then the phrase "caused, in whole or In part, by" in paragraph 2.�. abo�e Is replaced by "arising aut ofi'. c. Ifthe wrltten contraet or wriffen agreement requires you to pravide additional insured co�erage to that person ar organlzetion by the use af: (1) Addiiional Insured — Ornrners, Lessees or Coniractors-- Sc�eduled �'erson OrOrganization endorsement CG 20 10 07 04 or CG 20 10 04 � 3; ar ($) Add liional Insur�d. — Owners, Lessees ar Contr'�ciors — Completed Operatinns endorsemeni CG 20 37 O7 04 ar CG 20 37 0413; or i3) Both those endorsemen#s with either af those editian dates; or (4) �ithernr both of#he #ollowing: (a) Addltianal lnsured—Ow�ers, �.esseesorContractors-5che�uled Person OrOrganization endnrsement CG 2a 1 Q without an edition date speaifi�d; or (L]) Additfonal Insured —Owners, Lessees or Contractors--Complefed Operations endarsement CG 20 37 wlthnut an edition date speclfied; fhen paragraph �.a. above applies. d. Premises, as respects paragraph �.a.{1) above, inalud� common o� publlc areas about such premises iiso required in the written contractarwritten agreement. e. Additional I�sured status pro�ided under paragraphs 2.�.(1)(b) or a.a.(1)(c) abave does not extend beyond the end of a premises lease ar rental agreement. f.� The Ifmlts of insurance that �pply ta the add itlonal insured are the leasf of those specified fn the: ('{) Vllritten cnntract; (2j V1lritten agreement; ar (3) Declaratkonsofthispolicy. The limits of Insurance are inclusive of and not in addifion to the limlts of insuranoe shawn in the Deelaratians, g. The insurance provlded to the additional insur�d does not apply to "bodlky injury", "property damage", or' "personal and advertising injury" arising out of an architecYs, engineer's, or survsyor's rendering of, orfailure to render, any professional setvices, including but not limited to: ('I) The preparing, approving, or failing to prepare or appro�e; �a) Maps� (p� Drawings; (C) Opinions; Includesaopyrigh#ed ri'�aterial of Insurance Services Office, lnc. �age � of 3 CG �D 8� 1015 NAMEb INSURED McClendon Canstruction Company, Inc. PDLIGY NUMB�R; GPP2199886 '�i�1S �N�O�tS�i4li�iVi CFiANC�S ib� �OLICY. P��AS� R�AC] IY �A��I�LL�Y. � Includes copyrighted material of Insurance Serviees Office, Inc. C� 70 63 0417 �age 1 of 11 �� Qf�iF�AC��'S ��N��AL �1�4�I�f�lf ��iEi��lOf� �R�90�S��Ni a. l7amages under COV�RAC� A�O�ILY 1NJURY ANn �f�O��Y �}AMAG,� �IA�fLf7Y because of "bodily injury" and "property damage" included in the "products-cor'nplet�;d operations hazard" and b. "Product racall expenses". S�C�I,@N II — WHO IS API lIVSU��D is deleted and replaced with the following: 1. If yau are designated in the Declarations as: a. An individual, you and yaur spouse are insureds, but anly with respect to the conduct nf a business of which you are the sale owner. b. A partnership or jvint �enture, you are an insured. Your members, your partners, and their spousss are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insursds, but only with respect to the conduct of your business. Yaur managers are ir�sur�ds, but only with respect to their duties as yaur managers. d. An organization other than a partnership, joint venture ar limited liabllity company, yau are an insured. Your "executive officers" and directors are insureds, but only with r�spect ta their duties as your offic�rs or directors. Yaur stockholders are also insureds, but anly with respect tQ their liability as stackhokders. Inaludes copyrighted material of Insurance Se�vices Off'tce, Inc. & Subj�ct to paragraph �. above [of the CGL Caverage Form], $25,000 is the most we will pay for all "product recall expenses" arising out af the same defect ar deficiency. 5. NONQWN�� WAT��CFiA�� Exclusion g. Aircraft, Auto or Watercraf#, paragraph {2) is deleted and replaced with the following: [This exclusion daes not apply to:] (�) A watercraft you da not own that is: (�) Less than 75 feet long.; and (b) Not being used to carry any p�rson or property for a charge; 6. �LANK�i CON7RACTU►4L LIA�ILI'1"Y — �AILROA�S llnder S�C7lON V— 9�FINI�IONS, paragrapl� c. of "Insured Gontract" is de[eted and raplaced by the following: 7. 8. c. Any easement or licens� agreement; Under S�.C�ION V—��FINIilONS, paragraph f.(1 } of °insured Contract" is deleied. COiVi�ACTUA� LIAf�ILl�ll —��SONA� AR1D ADV�R�ISING IhlJURY lJnder S�CTION I— C�V��AC� �., paragraph 2. �,xClusions, paragraph e. Gantractual Liabil�ty is �eleted. $llPPL�t1fl�NiA�Y �AYM�NYS Under SECi101�! I— SU��L�M�NiA�Y PAYFUI�N�S — COV�RAG�S A AND B, paragraph 1.b. is deleted and replaced with the following: '9. b. Up to $5,000 far cost af bail bonds required because of accicients or traffie law violations arising out af the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not ha�e to furnish these bands. 9. Bf�OA��N�D WHO 15 ,4�1 IiVSUR�� CC 70 63 041 i �age 3 of 1 y f. Any person or organization, including any manager, awner, lessar, mortgagee, assignee or receiver af premises, to whom you are obligated under a urrri#ten contract to provide insurance such as is afforded by this policy, but only with respect to liability arising out of the ownership, maintenance or use of that part of any premises or land leased to you, including cornmon ar public areas about such premises or land if so requir�d in the contra�t. However, na such person or organization is an insured with respect to: (1) Any'bccurrence" that takes p�ace after yau csase to accupy or lease that premises or land; or (�) Structural alteratians, new construction or demolition operations performed by or on �ehalf of such person or organization. g, Any state or pafitical subdivision but only as respects legaf liability incurred by the state or political subdi�ision solely because it has issued a permit with respect to flperations performed by you or on your behalf. However, no state or political subdivislon is an insured with respect to: (1) "Bodily injury", "property damage", "personal and adverfising inju.ry" arising out of operations performed far the state ar municipality; or (2) °Bodily inJury" or "property damage" included within the "products-completed operations hazard." h. Any persan or organization wha is the lessor of equipment leased to yau, to whom you are obligated under a written contract ta provide insurance such as is afforded by this policy, put only wiih respect to their liability arising out of the maintenance, operation or use of such equipment by you or a subcontractar on your behalf inrith your permission and under your supervisian. However, i# you have entered into a construction cnntract subject ta Subchapter C of Chapter �51 of Subtitle C af Title 2 of the Texas Insurance Code with the additianal insured, the insurance afforded ta sueh person(s) or organization(s) only appli�s to the ax#ent permitted by 5ubchapter C o# Ghapter 151 of Subtitle C of Title 2 of the Texas Insurance Gode. No such persan or organization, however, is an insured wEth respect to any "occurrence" that takes place after the equipment lease ex.pires. i. Any architect, engineer, or surveyor engaged by you under a written cantract �ut oniy with respect to liability arising out of your premises or "your wQrk." However, if you ha�e entered into a construction contract subject to Subchapier C of Chapter 151 of Subtitle C of 7itle 2 of the Texas Insurance Gade with the additional insured, the insurance afforded ta such person anly applies to the extent permifted by Subchapter C of the Ci�apter 151 of Subtitle C of Title 2 of ihe Texas Insurance Code. No architect, engineer, or sur�eyor, hawever, is an insured with respect to "bodily injury," "property damage," or "personal an.d adverkising injury" arising out af the rendering of or the failure to render any pro#essional services by ar for you, including: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specificatians; or (�) Supervisory, inspection, or engineering services. This paragraph i. does not apply if a separate Additional Insured endorsement pro�iding liability coverage for architects, engineers, or surveyors engaged by you is attac�ed to the policy_ If the written contract or written agreement requires primary and nan-contributory coverage> the insurance pra�ided by paragraphs f. th�ough i. above will be primary and non-contributary refatiue to other insurance available ta the additianal insured which eouers t�at person or organization as a Named Insured, and we will not share with that other insurance. 3. Any organization you newly acquire ar form, other than a partnership, joint venture or limited liability company and over which you mainfain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organizati�n. However: a. Coverage under fhis provision is afforded only until the end of the policy period; b. Cov�rage R does not appfy to "bodily injury" or "property damage" that occurred before yau acquired or forrned the organization; Includes copyrighted material of Insurance Ser�ices Office, Inc. C� 7a fi3 Q41 � Page 5 af 11 12. ACCR��AiI� l�I�l1[TS P�R LOCA�ION The General Aggregate Limit applies separately to each of your locations, buk only when required by written contract or wriiten agreement. As respects this provision 12., your locations are premises yau own, rent or use involving the same or connecting lots or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. However, your locatians do not include any premises where you, or others acting an yaur behalf, are perfarming construction operatians. 13. IWC��AS�� FW��ICAL �AYM�PlTS LIFi�I�S ►4. S�CTI�N Ifl — LI�I�S 0� INSURANC�, paragraph 1., the Medical Expense Limit, is subject to all ths terms of S�CYIOi� 111— LI�iiITS 0� 1[�SU�AP�C� and is the greater of: 1. $10,000; or 2, The amount shown in the Declarations fvr Medical Exp�nse Limit. �. 7his provision 13. does nat apply ifi COV�RAG� C f1��lCi4L P�4YIVi�1V�'S is excluded either by #he provisions of the Ca�e�rage Form or.by endorsement. 14. DAfNAG� i0 P�t�flAIS�S ��iV�� TB YOU — S��CI�IC P��I�S AN� INCR�ASFp �IM1i 14. The word fire is changed ta "specific perils" where it appears in: 1. The last paragraph of S��ION I— COV��AG� A, paragraph �. �xclusions; �. ��Ti0P1 N, paragraph 4.b. Fxcess Insurance. �. The Lirrtits of Insurance shown in the Declarations will apply to all damage proximately caused by #he same eveni, whether such damage results from a°specific per91" or any combinatian of "specific perils." C. The darr�age To Premises fiented To Yau l.imit described in SECTION Ill — LIMI�'S OF IIVSURANC�, paragraph 6., is replaced by a new limit, which is ihe greater of: 1. $1,000,000; ar 2. The amount shown in the Declarakions for Damage To Premises Rented To You Limit. �, This pravisian 14. does nat apply if the Damage To Premises Rented To You Limit af S�C�ION I— COV�RAeG� A is excluded �ither by the provisions of the Coverage Form or by endorsement. �. "Specific Periis" means fire; lightning; explosion; windstorrrm or hail; smoke; aircraft ar vehicles; riot or ci�il commotion; vandafism; leakage from fire extinguishing equipment; weight of snow, ice or sleet; or "water damage". ' "Water damage" means accidental discharge or leakage af water or steam as the direct result of tre breaking or cracking af any part of a system or appliance containing water or steam. 15. ��OA��N�9 L�GAL LiA�I�ITIf COV�RAG� FOR �AM9L�OR�'S �USINESS P�,RSONAL ��O��RfY Under S�CiIOW I—�AV�RA�� A�O�1LY INJU�Y AND �RO��R�'Y pAMAC� LIAe�ILl�lf, 2. �xclusions, �. ��1'nage to Prope�iy, the first paragraph following paragraph {6) is deleted and replaced with the fallowing: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to a landlord's business persona! prope.rty that is subjeat to, or part of, a premises lease or renkal agreement wit1� tha# IandlQrd. 7he most we will pay �or damages under #his provisivn 15. is $10,000. A$25Q deductib[e applies. Under S�CiIOfV IV — COiIflM��C1AL G�PlE�A� �.IA�CLI�Y CONDIiIONS, provisions 16. through 18. af thls endorsement amend the }�olicy as fallows: Includes copyrighted materiaf of Insurance 5�rvices Office, Inc. C� 70 63 U41 i �age � of 11 Paragraph 2.b. of A. Cancell2�#ion of the C014AAAOIV �OLI�Y CON�I�'10[VS is deleted and replaced with the follawing: b. 60 days before the effective date of the cancellation if we cancel for any ather reason. lJnder S�C�lON IV — COI�AiU➢�RCIAL C�Rl�R,4L l�IA�I�ITY CO�'�I�'I�NS, Paragraph 9. When We �o Not I�eneW is deleted and replaced with the following: 9. When We Do Not Renew a. We may elect not to renew this policy except, that under the provisians af the 7exas lnsurance Code, we rnay nat refuse to renew this poficy solely because the policyholder is an elected offic9al. b. If we elect not to renew this palicy, we may do so by mailing or defi�ering to the first Named Insured, at the last mailing address known to us, written notice of nonrenawal, stating #he reason for nonr�n�wal, ai least EO days before the expiration date. If notice is mailed or delivered less ihan 6D days before the expiration date, this palicy will remain in effect until the 61 si day after the date on which the nntic� is mailed or delivered. Earned premium far any perind af coverage that extends beyQnd the �x�airatian date will be computed pro rata based on the previous year's premium. c. If notic� is mailed, proof af mailing will be sufficient praof af notice. d. The transfer of a policyhalder between admitted companies within the same insurance group is not considered a r�fusal ta renew. �0. MO�IL� �QIJI��lI�NT' R�D��IPI�I� Under S��I�N V— d�FINITIONS, paragraph 12. "Mabile equipment", paragraph f. (1) does not apply to self-propelled �ehicles of less than 1,0�0 pounds gross vehicie weight that are not designed for highway us�. 2'9. A��IiIONAL D��iNI�IONS 1. S�C�`IOM V— D��fNIiI�NS, paragraph 4. "Coverage territory" is replaced by the foliowing definition: "Co�erage t�rritary" means anywhere in the worid with respect to liability arising out of "iaodily injury," "proper�y damage," or "personal and adveriising injury," including "parsonal and adverfising injury" offenses that take place through the Internet or similar electronic means of communication provideek #he insurecf's respnnsibifity to �Oay damages is determined in a settle�nent to which we agree or in a"suit" an the merits, in the United S#ates of America (including its territories and possessions}, I'uerto Rico and Canada. 2. S�CifON V— 9��iNIiIONS is amended by the additian of the following definitians: "Govered recall" means a recall rrtade necessary b�cause you or a go�ernment body has determined that a known or suspected defect, deficiency, inadequacy, or dangerous condition in "your product" has resulted or will resukt in "bodily injury" or "prop�rty damage". "Product Recall expenses" mean only reasonable anc! necessary extra costs, which result from or are related to the recaEf or wifhdrawal af "your producY' for: a, Telephone and telegraphic communication, radio or television announcements, computer time and newspaper advertising; fD. Stationery, envelopes, production of announcements and postage or facsimiles; c. Rernuneration paid to regular employees for necessary a�ertirr�e or authorized travel expense; d. Temporary hiring by you or by agents designated by you oi persons, other than your regular employees, to perfarm necessary tasks; e. Rental af necessary additional warehouse ar storage space; f. Packaging of o� transparta#ion or shipping af defective products to the location you designate; and g. Disposal of "your products" that cannot be reused. Disposal expenses do not include; (1) �xpenses that exceed the original cast of the materials incurred ta manufacture or process such product; and Includes copyrighted mat�rial of Insurance 5eruices Office, Inc. CG i0 63 0417 Page 9 of 11 � Subject to �. above [of the CGL Co�erage Form], $100,000 is the rnost we will pay under Coverage A for the sum of damages arising out of any ane `bccurrence" because af "property damage" to "your product" and "your work" that is caused by fire, smoke., collapse or explasion and is included within the "product-campleted operations hazard". This sublimit does not apply to "property damage" ta "your work" if tha damaged wark, or the work out of which the damage arises, was perform�d an your behalf by a subcantractar. 24. �ROA�I�N�D �O�i�Y INJU�tY COV��AG� Under SFCiION V— D��IF+IIiI�NS, the definition of "bodily injury" is deleted and replaced with the follawing: 3. "Bodily injury" a. Means physical: (1) injury; (�) Disability; (3j Sickness; ar (4) Disease; sustained by a person, including death resulting fram any of khese at any time. b. Includes mental: (a) Anguish; (6} Injury; ('7} Humifiaiion; (�) Fright; or (9) Shock; directly resulting from any "badily injury" described in paragraph 3.�. C. All "badily injury" describ�d in paragraph 3.b. shall be deemed to have accurred at the time the "bodily injury" described in paragraph 3.a, occurred. �5. D�SIGNAT'�� COMP��i€D �ROJ�C�S — AM�N�� If�liS O� INSURAPIC� When a written contract or written agreement between yau and another party requires praject-specific limits of insurance exceeding the limits of this policy; A. far "bodily injury" or "property darnage" that occurs within any policy period far which we pro�ided caverage;and �. for °yaur work" per�armed within the "products-completed operatior� hazard"; ancE C. for which we previausiy issued Amendment Of L.imits Of Insurance (Designated Proj�:cf Or Premises) CG 71 9�4 either during this policy term or a prior p�licy terrrr; and �. that cEesignated project is now complete; the limits af insurance shawn in the CG 71 94 schedule will replace the limits of insurance of this policy for the designated proj�ct and wiq continue to apply for the amount of time the written contraci or written agreement raquires, subject to the stata skatute of repose of the project location. These limits are inclusive of and not in addition to the replaced limits. Includes copyrighted material of lnsurance Serviees Office, Inc. Ct� 70 63 041� �age 11 vf 11 NAMED WSURE�: McClendon Construction Company, Inc. PQLICY NUMBER; CA2119885 TH1� �N�1�FtS�lVIIENT GHA�1��S TH� POL{CY. PLI�A�� R�A� 17CA��IIl�'Y, ��(►4� AD11��tT��E ��NllVIE�t�lAL�4�T�M�BIL�BF��N�F�1�Nf �lVD�F��EM��1T Thls endoraetnsnt modlFies lnsurance pravided und�r Ihe �l��iNLSS�►l�T� COlI��AGL �dRlN Wlth respect la anverage provlded by this endvrserr�nt, ih� provlelvns of tl�e Coveraga Form apply unl�ss madlfled byt�te endorsemenl. 'The pramium forih€s end�rsement is $$a o. 00 "l. �RAAa F�R14i IN�Ul2�1} g��OF� It -�NA�! I�IfiY COVE#�A��, A.9. �hn Fs Ixrs In�urad E� �m�n��d bytl�a �d�itrot� �f tFse r��cswrr,g � �. Anyorganization you iyawiy aoquir� or �ToTm, csther than a partnershfp, Joint vanture or Ylmited il��illly cprnpany, and o�nsr whfch yau malnkain ownership or a majnrity ihierest, wiU qu��lry as a Named f�ured, Hnwever, ('f) CnvAeag$ under this pro�lslon Is affvPded onfy uniil the end of Ihe policy p�rldd; (2) Gaverage does not apply to "aoaMenls° or "loss" that accurred befnre you acquired or Forrn�d the argar�lzedlon; �rsd (3� Coverage daa� not appky to an org�nlaatlon ihat Is en "lnsured" under ar�yviher poliay nr wau[d be at� "i�s�red" 6ut for its tarminatlan ar 1ha exhaus�lrsg oP Its �imlk of insur�nce. e. Any"ernployee' ofyuurs �,slrig; (''f� R aavered "auio" you do not nwn, hlre ar borraw, or a aavered "�uto" no[ awned by ihe °ernp�oyee' nr � metnY�er af his nr her househofd, whlle performing duilQs ralaied tn tl�e aanduct c�f yaur Gusiness or y�ur pePsnnaf afF�irs; nC ' (2) Rn "au�a" hlred or ranted under � corriract or agraeme�t tn ihat "smploye�'s" narne, wlth ynur permisslon, whlle perForr�ing dutles relakedta fhe aqnduct otyaur buslness, Fiowever, yaur "�mployee" does not qualffy as an Insured under thls parsgrapfi (2) w►�'�i�e using a cnvered °auto" rent�d'from you orfrom any rn�mberaFthe °ernpinyee's" h�usehald, f, Your meinbers, if you are a Ifm Ited.l(abilffyuumpany, while using ��avered "auta" yo�t do no# awn, hira ar hnrrow and wh11e perfos'min.g dvlies ralatad !a the anhduct nf yaur buslneaa or ye�r personal alfai+�. �. }Iny pe�'san ur uer��p��€�lfn� wflh WI1��n y4� �lae I�I � weollon an*�Ira,:�. w�iif�+ra aQr�e�nt�n[ a� porrql�, lu �,muki�rin:��r�nt:� �M,ch as IH aHnrr��l�rn��rinls pN�ny, bu� an[ywl[hfo5}�ec:tla y�urcowa:�d"r�u�os"- 7his pYo�isian cicses nat qpply: �1) Unless th� writien car�#r€�ckar ag►eement is exe�u4ed or 1he perroll I9 la�ued priar i� the "bodiiy injury" as "property dame�a" � (�) 7o any person ar nr��nlaatbn Included as �n In�ured by an end4rseme�t np in iha Dedaratlans; or [3) To any lessor of "gutoa" unless; . (aj Tl�e leasa agrsemenl raqulr�s you io provlde diract primary insurance 4ortha les�or; (b) �he "au�" � ia�sed wlthvut a drlver; snd Incl�des copyrlghiedrr�aterl�l of Ins�anca Servlaea ol�iae, lnc. CA 71461'I 09 �� °¢ ' (�) Speciffed �auses of l.ass, nnly If1he Deelarailons indlcate that 5peclfled Ga��es Of Luss Cavtirags ls provided foranycoverad "�uta`; ar (3? CalElisinns only ifthe peGlarattnns indicale lhat Collfsian Coverags is pravld�d for any cavered IY41YlVpi Howe�►ar, ttze most we will p�y fur any expenses far bss of use Is $30 peC d�y, to a maxlmum of ��,aa�. G. Un�er 51�CT�01� N— �USIMES� AUTO ��NR1TlON5, B. General Conditior�g, S, �khAr Inguranca, paraBraph b. Is repl�ced byih� Fo1kt►wlr+g: k►. For Hlred Auto F'hyslcal �amage, the �nllowin� are deemed ia be eovered "auins" you own: 'i. Any covered "auto" you lease, hlre, rent or barrow; �nd 2, Anycovered "aufa" hlred or re�ted byya.ur°employs�s" ur�dera aAnkra�f in that Indiv�duel "employee's" naPne, wlth your permisaion, whi[e pefiFarrning d�rtles r�elaied ta the condud of yaur businesa. Hawaver, any °aufa" thali Is leased, hlr�d, rer►ted or borrowed w�th a drlver Is not a covered "auto", nor Isany °auta" you hlre From any nf ynut "�mpinyeas", p�rtr��rs (If yau ara a parirsershlpj, membe.rs (lf you are a lirnfled liabilftycampany), or rnembers Qfihei� hausehnlds. � �.QAf� OI� L��4S� GA� CdV�I�AG� UnderS�C'fi�N 11[—RbY�I�A�,DAMAG�C01f�&GF,eo,.�DVERAG�,thefollnwi�tgisadded; lfa eovered paufo"ls ownedor leased and Itwe presvide Phys�cel �amage Car�era�qe on �t, wewill pay, lnfhe evenf nf a covered total "loss",. any unpaid �rnount due on the lesse or laan for a cavered "BLLtD°y less: (8) The amount p�ld underthe PhyslealD�mage 5ectlon ot'fh� poFloy; and: (I]) R►ty: ('jj Oyerctu� �e�se or lvan payments Including pen�lAes, interest or olher ah�es resullfng frum ov�rdus peytn�nts et the llme af tha "loss"; (�) F9nanciel penalties Imposed undera loas�farexcesslve use, abnal'mal ureal�' and tearol� hlgn mlleage; (3) Cnsta fnr �xteneted warrankles� Gredlt �Ife Insur�naa, Heafth, AQnldent or D�sabllfty fnsuranae �ut�hasad Wlth the [rtar� orie�se; (4j 5anw�lfy depasiia not refu�derf by a lessow, end (�y Garry-a�er aalencaa from pravfous lo�ns nr l�ases, 6, R�1+lYAL R�IiYIII�UR�FM�A17 tlnder ��CTlpi� I lr - PNY51GA6 BAMAE�F CO1dERAG�, �►.4. Cav�rag� �xken�lans, paragraph a. . Tratii�pol'ta�ierl �xp�119�s Is delefed and replaeed fay#he �ollowing: a. TratlspQr�ation �x�e►tsas ('i� We w�li �ray up fo $75 per day W� maximurn at $�,OOU for iransportallon expense Incurred by yau because n� caverad "Ins�". We v�lll p�y only fnr fhose caver'ed "e�tas" for �nrhlaf� yvu aarry Golils�o�t Coverage or alther Carriprehens�ve Coverage orSp�eclffed causes oF Lnss Cov�rage. We wl[1 pay for irar�sporfallnn expense.� Inaurred during the periad �aginning �4 haurs alter ihe �overed °lass" �nd endin�, rega�dl�ss oflhe palicy's expiraliarl,when lhe �nvered "�uta" �s reWme�lo use arw� payfor id� "loss", This aaWeraga Is Ih addl�ion ia ii�s otltenNlSe ��p�i��tr�e aa�erege yau have an a Covered "auta". No decluatibles apply ta khls eoveragg. I nciudes coRY�e1��d materfal of ins�uance Sarvlass Offla�, lnn. ca��s��ag ��ges�� '1�. U�iWT�t�TfONA� FAII�UR� TO DiaC��E WAZ�RRS llnder S�CTI�� !Y -�USIIV�99 AUTQ CONIifTI4i�$ ,�. Gansr�{ Candltlons , paragraph Z. Conaealm�nt� N1larepr�sentation i7r �r�ud is amended 6y the sddition of ihe foliawfng: We will +;�t deny coverage ur�der Ihls Cov�raQe �orm IF yav urunienllanal�y fall to discla�e �!I haz�trds exlslfng �s nf t�e inceplian date oF ihrs pp�tGy. :�;�u musi rsepnrl to us any knawledge of an error or omissla� in ya� repreaenlatln�s as saon as pracllcebie siler Its dlsoavery. T#�!s provlslan does nqt sfle�t our ri�ht to collect addltlonal premlurrr ar ax+arc�se our ri�i�t af oar�alGation or nun-rBnswa[. 'i�. �LANk€��' ��11�RA�� F01� C�1��41� O��F�14Ti�N� �N ��lN��EO�! �11�ITW E�AI4F�OADS When requlrad by wrlttstt cantraut or wri[ten a�rasmant, tne deFinlilor� of "insured aonfr�ck" is amended as tollovus: ' — The excepiion cantalned In paragraph H.3. relaling to cnnstruclfon or demalitinn operalPons on ar wlthln �p f�aet of a raifro�d; g� � ParHgraph H.�I. are daleted wlth respect to t}�� us� ai a co�ered "�uto" In operations �or, or �f�ecll�g, e� I'a�lrnad, Ind�des eapyrigMed rnalerfak of Insurar�cs Senrices Offios. Inc. CA79 98'1�109 Page�nfa� NAMEb INSUREa: McCkendon Construction Company, Inc. POLICY IVIJMBERs: CPP2199B86, CA2119885, WC211988$ THIS EMtibRSEMENT CHAh1GEb TH� PIILICY_ PL�AS� R�AD tT CAREFUI.LY. �� 1�� Num6er of I�sys Natlee ��_ _ _.... _ Fnr any statutarily permittad reasan a�Eher �han nunpayrrtent of pt�miurr►, fh� rt�tmber of days required for notice af ��nce[I�tian is Inareasad to thn qumb�r of days shnwn In th.e 5chadule sbova, If this palicy is cancelled by us w� will set�d the IVamed Insured and any �arty liated In the %Ilar�ving schedule notice af cancellatfnn based on the numher of days notice shown above. SC r�,1�DULE N�me oF Person or �rganizatian Th� Name oF Person or �rganlzatlon is any pet`son or organixation holdfng a a�rtfflcate of insurance issued for yau, prnvided the certrficate: 1. Refers to this poiicy; �. Statss that noilce of: a. Cancellation; d. Nonrenevval; or c. Materfai change reduc.ing. or rest�icting caverag.e; wil{ be providtad to thdt persan or organizatian; 3. fs in effect atthe ilme ot the: a. Canc�lietlnn; 1�. Nanr�newaf; ar c, Matar�al changs reducing or rostriotlltg anverage; and 4. Is on tile at yaur egent or hraker's of�ce for Ihls policy. Ma ifing Rddreas The Mailing Addresg is the addr+ass shown far that person nr nrgeniza#ian in that esrkifleat� af Ensurance. [L70 45 05 07-BLKT ST�D��D G�El�it�.]L COl�I7['��1�� F �'h� C�1�5�'RU�'�'�Ol� CO1��C�` CITYO�' FORT WQRTI-1 STAIVDARDCONSTRUCTION SYECEFlCATiOM i70CUMENTS Revision: 8�23�1D21 STANDARD GENERAL CONDIfiIONS OF THE CONSTRUCTION CONTRACT TABLE OF C�l�TEllTTS Page Article 1— De�initions and Terminology ..........................................................................................................1 1.01 Defined Terms .................................... �..........................................................................................1 I.02 T�rminalagy ..................................................................................................................................6 Article2— Prelimiaary Matters ......................................................................................................................... 7 2.01 Copies of Documents ....................................................................................................................7 2.42 Cornmencement of Contrac# Time; Notice to Proceed ................................................................ 7 2.Q3 Startait�g the Work .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Precorssl�uction Conferenae .......................................................................................................... 8 2.Db Publie Meeting .............................................................................................................................8 2.07 Initial Acceptance of Schedules ....................................................................................................8 A.rticl� 3— ConttractDocument�: Intent, Amanding, Reuse ............................................................................8 3 . O 1 Int� nt . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . .. . . . . . . .. . .. . . . .. . .. . . . .. . .. .. . .. . .. .. . .. . . . .. . .. . .. .. . .. . . . .. . .. . . . .. . . . . . . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. . 8 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting and Resolving D�screpancies ....................................................................................... 9 3.04 Amending and Suppiementing Con�'act Docurnents .................................................................10 3.05 Reuse of Tlocuments ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................ 11 Article 4— Availabi�ity of La�ds; Sulasurface and Physical Conditions; Hazardaus En�ironmental Conclitions; Reference Points ...........................................................................................................11 4.a1 Availab�ity of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface ar Physical Conditions .............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.45 Reference Points .........................................................................................................................1�4 �.06 Hazardous Er�virontn�ntal Candition at Sit� ..............................................................................14 ArticleS— Bonds and Inswance .....................................................................................................................16 5.0] Licensed Sureiies andii�surers ...................................................................................................16 5.02 Performance, Payment, and Main�enance Bonds .......................................................................16 S.Q3 Certificates of Insurance .............................................................................................................16 S.OA� Contractor's Tnsurance ................................................................................................................1 S 5.05 Acceptance of Bonds and Ynsurance; Option to Replace ...........................................................19 Article 6 — Cont�actar's Responsib�7ities ........................................................................................................19 6.01 Supervision and Superintendence ...............................................................................................19 CITY DF FORT WORTH 3TAi�FDARDCONSTRUGT[4N 5PEC1FlCAT10N DOCLIMENTS 4�evision: Wd..3I2U21 s.oz 6.D3 �.aa� 6.05 6.(}6 �.a� 5.08 6.09 6.10 6.11 G,12 b.13 6.14 6. I5 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Labor; Worldng Hours ................................................................................................................20 Services, Materials, and Equipment ...........................................................................................20 Pra�ect Schedule .......................................................................................................................... 21 Suhstitut�s and "Or-EqUa�s" .......................................................................................................21 Concerning Subcantractors, Suppliers, and Other� ....................................................................24 WageRates .................................................................................................................................. 25 PatentFeesandRoyalties ...........................................................................................................26 Permits and Ut�ities .... .. .. ..... .. .. ..... ........ ........ ... ............. ............ ........ ....... ..... ... ......... .... ...... ... ..... 27 Lawsand Regulations .................................................................................................................27 Taxes...........................................................................................................................................28 Useof Site and O�her Areas .......................................................................................................2$ RecardDocuments .................... .......................................................................... . ....................... 29 Sa�ety and Protection .................................................................................................................. 29 SafetyRepre sentative . .. ..... .. ..... ...................... .............. ........ .. ... ..... ... .. ... .. ... ...... ... .. ... .. ... .. ........... 30 Hazard Go�nmunication Programs .............................................................................................30 E�n�rgencies and/or Rectification ...............................................................................................30 Subrnittals. ..... .. ..... .. ... .............. ..... ... .. ... .. ... ... .. . .. ... .. ... ... .. ... ..... ... .............. ... .. ... .. ... ... .. ... .. ..... ........ 31 Cc�ntinuing the Work ...................................................................................................................32 Contractor's General Warranty and Guarantee .......................... ................................................ 32 Indemnification.........................................................................................................................33 Delegatio� of Professzona.l Design Services ..............................................................................34 Rightto Audit ..............................................................................................................................3� Nondis crimin� tion . . . . . . . . . . . . . . . . . . . . . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. . .. .. . .. 3 5 Article7- Other Work at the �i�e ...................................................................................................................35 7.01 Re�ated Work at Site ...................................................................................................................35 7.02 C.00rdinaticsn ................................................................................................................................36 ArticleS- City's Responsibilities ................................................................................................................... 3b 8.01 Cornmunications to Cantractor ...................................................................................................36 8.02 Furnish Data ................................................................................................................................36 8.03 Pay When Due ............................................................................................................................ 3� 8.04 Lands andEasement�; Reports and Tests ...................................................................................36 S.OS Cha�ge Orders ............................................................................................................................. 36 8.06 It�spection�, Tests, and Approvals .............................................................................................. 36 8.07 Limitations on City's Responsbilities .......................................................................................37 8.08 Undisc�osed Hazardous Environtnental Condition .................................................................... 37 8.49 Compliance with Safety Program ............................................................................................... 37 Ax'ticle 9- City's Observatior� Status During Construction ........................................................................... 37 9.Q1 City's Project Manager .. .......................................................................................................... 37 9.02 Visits to Site ................................................................................................................................ 37 9.03 Au�orized Variations in Work ..................................................................................................38 9.D4 Rejecting Defective Wark ..........................................................................................................38 9.05 Determinations far Wnrk Performed ..........................................................................................38 9.06 Decisions on Requirements af Con1ractDocurr�ents and Acceptability of Wor� .....................38 C1TY q�' FORT WORTH S`I'ANDARDCONSTRUCT[C}N 5PECIFICATION DOCiJM�CNTS Revision: 8�1 Article i0 - Changes m the Work, Clait�r�s; Extra Work ................................................................................38 10.41 Authori�ed Changes in the Work ...............................................................................................38 10.02 Unauthorized Changes in the Work ...........................................................................................39 10.03 Execution af Change Orders .......................................................................................................39 10.{?4 Extra Work ..................................................................................................................................39 10.05 NotificaYion to Surety ..................................................................................................................39 10.06 Cont�act Claims Process .............................................................................................................40 Article 11 -- Cost af �he �Vark; Allowances; Unit Price Wark; Plans Quaniity Measurernent ......................41 11.01 Cost of the Woric ......................................................................................................................... �1 11.�2 Allowances ..................................................................................................................................�3 11.03 Unit Price Work .......................................................................................................................... �44 11.04 Plans Quant�4y Measurement ......................................................................................................GS Articla I2 - Cha.nge of ContractPrice; Change of Cantract Time ................................................................. 46 12.01 Change of ContractPrice ............................................................................................................46 12.02 Change of Cont�act Time ............................................................................................................ 47 12.03 Delays ..........................................................................................................................................47 Article 13 - Tes�s and Inspections; Correction., Removal or Acceptance of Defective Work ...................... 48 13.Q1 Notica of Defects ........................................................................................................................�8 13.02 Access to Wark ...........................................................................................................................48 13.03 Tests and Inspections ..................................................................................................................4$ 1.3.44 Uncavering Work ........................................................................................................................49 13.05 City May �top the Work .............................................................................................................49 13.06 Correction orRemoval of Defecti�e Work ................................................................................50 13.0'1 Correction Period ........................................................................................................................ SO 13.48 Acceptance ofDefective Woxk ...................................................................................................Sl 13.09 City May Correct Defeetive Wark ............................................................................................. S1 Article 14 - Pay�ents ta Contractor and Completian ....................................................................................52 14.01 Schedule of Values ...................................................................................................................... 52 14.02 Progress Payments ...................................................................................................................... 52 14.43 Contractar's Warranty of Tit1e ................................................................................................... 54 14.04 PartialUtilization ........................................................................................................................55 14.05 F�l Inspection ...........................................................................................................................55 14.06 Final Acceptance ......................................................................................................................... 55 14.07 Final Payment .............................................................................................................................. 56 14.08 Final Campletion De]ayed and Part�al Retainage Re�ease ........................................................ 56 14.09 Waiver of Clairns ........................................................................................................................ 57 Article 15 -- Suspension of Wark and Termination ........................................................................................ 57 15.01 City N.[ay Suspend Worlc ............................................................................................................. S7 15.02 City May Terminate �or Cause ................................................................................................... 58 15.03 City May Ternvnate Far Convenience ....................................................................................... 60 Article16 -Dispute Resolution ......................................................................................................................61 1b.01 Methocis and Pracedures .............................................................................................................61 C1TY O�' FQRT WORTH STANDARDCaNSTRUCTION SPEC[FICATtON DOCUMENTS Revision: 81i3l2[l21 Article17 -- Miscellaneous .............................................................................................................................. b2 17.Q1 Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Reme€lies .................................................................................................................b2 17.0� Survival of Obligations ...............................................................................................................63 17.05 Head3ngs ......................................................................................................................................63 Ci7'Y OF FORT WORTH 5�'ANDARDWNSTRUCTION S�LCCFICATIO�I DOCUMENTS Revision: $�23/1021 007200-I C7ENERAL CA�4D ITIpN 5 Page ! of63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.Q1 De�ned Terms A. Whereverused in these General Canditions ar in other Contract Doeuments, the terms listed below have the meanings indica�ed w�ich are applicable to both the singu�ar and plural thereof, and words denoting gender sha.11 include the masculine, feminir�e and neuter. Said terms are generally capitalized ar written in italics, but not always. When used in a context consistent with the defmition o� a listed defiried tern�, the term sha� have a meaning as defined below whether capi�alized or italic�zed or otherwise. In addition ta terms specificaAy dafined, terms with initial capifal l�tters in the Contract Dacuments include references to identified articles and paragraphs, and the titles of other docurnents or forn�. 1, Addenda Written or graphic inst�.unents issued prior ta the opening of Bids whic�i clarify, correct, or cb.ange the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evid�nce of' the agceement between City and Contractor covering the Wark. 3, Appdication far�'ayment The form acceptabl� ta City which is to be used by Contracior durua�g the course of the Worle it� requesting progress or final payments and which i� to be accompanied by such supporting documentation as is required by the Contract Docurnents. 4. Ashestos Any rnaierial that eantains more than one percent asbestos and is friabl� or is releasing asbestos fibers into the air above current action leve�s e5tabli�hed by the United States Occupational �afety and Health Adminis�ration. 5. Awcrrd — Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or praposal of a Bidder submitted on the prescr�bed form setting forth the prices for the Work to be performed. 7. BiddeN The individual or �ntiry who submits a Bid directly ta City. 8. Biddxng Documents The Bidding Requirements and tl�e proposed Contract Documents (includi�g all Addenda}. 9. Biddir�gRequirements—The advertis�rnent or Invitation to Bid, Tns�ructions to Bidder�, Bid seci.�rity of acceptable farm, if any', and the Bid Form with any supplements. 10. Business Duy — A business da.y is defined as a day that the City canduct� narrnal business, generally Monc�ay t�raugh Friday, except for federal ar stat� holidays observed by the City. 11. Calendar Day — A day consisting o� 24 hours measured from midnight to the next midnight. CITY OF F�RT WORTH STANDARDCaNSTRUCT{ON SPECiFICAT[ON DOClJM�3VTS Revisian: 8123J1�2! oo�aoo-i GENERAL COPE� IT 10 N S Page 2.af 63 12. Change �rder�A document, which is prepared and approved by tha City, which is signed by Contractor and City and authorizes an additian, del�tion, ox revision in the Work or an adjustment in the Cont�act Price or the Cantx'act Time, issued on or after the Effective DaVe o� the Agreemen�. 13. City— The City of Fort Worth, Texas, a home-rula municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents autharized under his behalf, each of which is required by Charter to perform specifc duties witJt respons�ility for �"ma1 enforcement of the contract� involving the City of Fort Worth is by Charter vested in ihe City Manager and is the entity with whom Cantrac�or has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney —'The officially appointed Ciiy Attorney af the City of Fort �Vorth, Texas, ar his duiy authorized representative. 1S. City Council - The duly elecied and qualified governing body of the City of Fort Worth, Texas. 16. City ManageY — The of�icially appomted and authorized Ciiy Manager of the Ciry of Fort Worth, Texas, or his duly authorized r�preser�tati�e. 17. Ca�ttr�act Clafr�A der�and or assertion by City or Contractor seeking an adjustment of Contract Price ar Contract Tirne, or both, or otYier relief wit� respect to the terms of the C�ntract. A demand far mon�y or services by a thirdparty is not a Contract Claitn. 18. Cantract—The entir� and integrated w�'itten dacumen# between the Ciry and Contractor concerning the Wark. The Contr'act conta.ins the AgreemenY and all Contract Documents and supersedes prior negotia�ions, representations, or agreements, whether written or aral. 19. Contract Docunaents—Those �erns so designat�d in the Agreement. All items listed in the Agreement az'e Coniraet Documents. Approved Submittals, other Cantractor submittals, and the reports and drawings of subs�arface and physicai conditions are not Cont�act Documents. 20. Contract Price The moneys payable by City to Con�ractor for eomple�ion of the �Iork in accordanc� with the Contract Docum�nts as stated � the Ageement (subject to the pxovisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contraet Tame The number of c�ays or the da.tes stated in the Agreement to: (� achieve Milestones, if any and (iu� complete the Work so that it is ready for Final Accepiance. 22. Contractor—The individual or e�tity with whom City has entexed into ihe Agreement. 23. Cost af the Wark—See Paragraph 11.U1 af these General Conditions for definition. CTTY OF FOIZT WORTH STAAiDARDCRNSTRUCTION SPECIPICATION DOCLIMEi�f7'S Revision: 8�23J�21 oo��oo-i GENEl�AL CANn IT ION S Page 3 of 63 24. Damage Clairrrs — A demand for money or services arising from the Project or �ite from a third party, City ar Contractor exclusive of a Contract Clam�. 25. Day or day— A day, unless otlYerwise defined, shall mean a Calendar Day. 26. Darecto� af Aviatian -- The �fficially appointed Dircctor of the Aviation Department of the City oi Fort Wort�, Texas, or his duly appointed arepresentative, assistant, or agents. 27. Directa� of Parks and Cornrt�nity Servic�s — The offc�ally appomted D�ector of �he Parks and Commuruty Services Department af the City of Fort VG�arth, Texas, or his duly appoirmted representative, assistant, or agents. 28. Directa� of Planni�g and Development -- The off'icially appointed Director of �he Planning and Development Department of the Ciiy of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportatian Public I�Yorks -- The afficia.3ly appointed Director of the TranspQrtation Public Works Departrnent of the City of Fort Worth, Te�as, or lvs duly appointad representative, assistant, or agent�. 30. Di�ector of Water De�artmerat — The affici�lly appointad Director of the Water Deparlsnent af the Ciry of For� Warth, Texas, or l�is duly appointed representative, assistani, or agents. 31. Drawings—That part of the Gantracti Docwnents prepared ar appraved by Engineer which graphically shaws the scope, extent, and character of the Work to be performed by Contractor. Submi�tals are not Drawin.gs as so de�'in�d. 32. EffectiveDate of the Agreerr�ent—Th� date indicated in the Agreement on which it becomes eifective, bnt if no such date is indicated, it means the date on which the Agreement i� signed and delivered by the la.st af the twa par�ies to sign and deliver. 33. E�gineer—The �icensed professional engineer or engineering firm registered in the Staie of Texas perforrning professional services for the City. 34. Extra �o�k — Additional work made necessary by changes or alterations of the Contrac� Documents or of quantiiies or for other r�asons for which �.o prices are provided in the Contract Doeuments. E�t'a work shall be part af the Work. 35. Field Order -- A written order issued by City which requires changes in the Work but which does not invol�e a cl�nge in the Contract Price, Contrac� Tune, ox ihe intent af the Engineer. Field Orders are paid from Field Order Allowances incarporated into the Con�ract by fiznded wark type at the time of award. 36. Finai Acceptcznce — The written notice gi�en by the Ciiy to the Contractor that the Work specified in the Contract Boeu�nents has been completed to the satisfaction of the City, CI'TY OF FORT WORTH STANDARDCONSTRUCTION SPECiA1CATI0N DOCUMENTS Re�ision: 8L'i/Z021 oo�aoo-i GENERAL CONp ITION S Page 4 of 63 37. Finad Inspection — Insp��tion earried out by the City to �erify that the Contractor has completed the Wark, and each and �very part or appur�enance thereof, fuUy, �ntirely, and in conformance wrth the Conteact Documents. 38. Gener�al Requi�ments—Sections of Division 1 of the ContractDocuments. 39. Hazardous Envxronmenial Go�aditinn The presence at the Site of Asbastos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or ather materials in such quanti�es or cireumstances that may present a substaniial danger to persons or property exposed thereto. 40. Hazardous Waste Hazardous waste is defined as any salid waste listed as haz.�.rdous or possesses one or moxc hazardaus charaeteristics as defined iia the federal waste regulations, as arnended from titne to fime. �1. Layvs and Regulrations—Any and all applieable laws, rules, regulations, ordinane�s, codes, and ard�rs of any and all governrnental bodies, agenci.es, authoriti��, and courts having juri�diction. 42. Liens--Charges, sacurity interests, ar encumbrances upon Project fi�nds, real property, or personal property. 43. Mc�jo�Item— AnItem of work included 'm the ContxactDocuments that 1�as a total cost equal to ar greater than 5% of the origit�al Canfiract Price or $25,004 whichever is less. 44. Milestone A principal event specif'�ed in the Cantract Documents relating to an intermediate Contract Titne prior to Final A�ceptance of the Work. 45. Notice of Awa�d—The vvritten notice by City to the Successful Bidder stating ihat upon timely compliance by ih� Successful Biddex with the conditions precedent listed thereit�, City w�l sign and deliver the Agreement. 4b. Notice ta P�oceed—Awrit�ennotice given by City to Contrac��r f�ing the date an which the Contract Time will commence to run and on which Contracior shall s�art ta perform the Work speeified in Contract Documents. 47. PCBs Polychlorsnated biphenyls. 4$. Petroleum—Petroleum, inchiding crude ail or any fraction thereof wl�ich is liquid at standard conclition� af temperatur� and pressure (60 degrees Fahrenheit and 1A�.7 pounds per sc�uare ir�ch absolute), such as oil, petr�oleurn, fuel ail, oil sludge, oi� refuse, gasoline, kexosene, and o� mixed with other nan Hazardous Waste and crude oils. 49. Plan� — SEe definition of Drawings. CTI'Y �F FORT WORTH STANCIARDCONSTRUCT[ON SPECIFICRTION DOCiTIvfEA€T5 Revision: 8r23IZD21 oo�2oa-� GE[VERALCQNDITION S Page 5 af 63 50. Project Schedule A schedule, prepared and maintamed by Contractor, in accardance with the General Requirements, desenbing the sequence and duration of the activities comprising the Contz'actor's plan to accomplish the VVork within �he Caniract Time. 51. Project The Wark to be performed under the Contract Docurnents. 52. Prajeci Manage� T�e authoriz�d representative of the City �vho will be assigned tn ihe S�e. 53. Public Meeting — An announced meeting conducted by the Ciry to facilitate public participatian and to assist the public �in gaining an informed view af the Project. 54. Radioactive Mate�ial—�aurce, special nucJ�ar, or byproduct ma.terial as c�efined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended �rom time ta time. �S. Regula� Wo�king Hou�s -- Hou�rs begiivaing at 7:00 a.m. and end'mg at 6:00 p.m., Monday t�iru Friday (e�cluding legal holidays). 56. Samples Physical �xamples of materia�s, equipment, or workmanship that are representative of some poriion of the Work and which establish khe standards by which such portion of the Work will be judged. 57. Scheduie of Subnaittals—A schedule, prepared and main�ained by Cantractor, af required submittals and the tune requirements to support seheduled per%rmance of ralated constructia� activities. 5$. Schedule of Yalue�A schedule, prepared and maintairied by Contractor, allocating partions of �he Coni�'act Price to various portions of the Work and used as the basis for reviewing Contractor's �.pplicatians for Paymen.t. 59. Site—Lands or areas indicated ir� the Contract Documents as being furnished by City upon wluch the Work is to be performed, including rights-o%way, permits, and eas�ments for access thereto, and such ottier ]ands furnished by City which are designated for the use of Contractor. 60. Specifications That part of the Contract Documents consisting of written requirements for mater�als, equipment, systems, standards and workmanship as applied to the Work, a�d certain adti�inistrative requaements and procedural mattexs applicable thereto. Speci#iearions may be specif'ically made a part of the Coniract Dacutnents by attachment ar, if not attached, may be incorporated by reference as indicated ip the Tab1e of Contents (Division 00 00 Q4) of each Project. 61. Subconiracto�—�4n individual ar ent.�y havin.g a direct coniract with Contractor or wi�h any other Subcontractar for the performance of a part oF the Work at the Site. C1TY OF FqRT WORTH STANDARDCONSTRUCTION SPECIFICATION DQCUMENTS Revision: 8/Z3I1021 007200-! GEIVERAL OOND ITION S Page 6 of 63 62. S�brtsitiais All drawings, diagrams, illusirations, schedul�s, and other data ar infortnation which are specif'�caIly prepared or assembled by or far Cantractor and submitted by Cantractor ta il�ustrate some portion of the W�rk. 63. Substaniial Completion — T�e stage in the progress of the Project when the Work is sufFiciently completa in accardance with the Cantract Documents for F�nal Inspection. b4. 5uccessful Bidder The Bidder submitting the lawest and most responsive Bid to whom City rnakes an Award. 65. Superintendent— The representative of the Contractor who is avai�able at all times and abl� to reeei�e �nstruc�ions from ihe City and to act for the Con�ractor. b6. Supplemeratar�y Conditions—That part of the Contract Dacuments which amends or suppl�ments these General Conditions. 67. Su�plier A manufacturer, fabricator, supplier, distributor, mater�ahnan, or �endor having a direct contract with Goz�tractor or with any S�bcontractor to fi�rnish mater�als or equipm�nt to be incorparated in the Work by Contractor or Subcontractor. b8. £Inderground Facilities All underground pipelines, �o�aduits, ducts, cables, wires, manholes, vaults, tanks, iunnels, or other such faciliti�s or attachinents, and any encasements containing such fac�ities, inc�uciing but not lunited to, those t1�at convey electriciLy, �ase�, st�am, lic�uid petroleum products, telephone or other cominunications, cable television, water, wastewater, storm water, other liquids or chemicals, or t�'affic or otl�er control systerns. fi9 UnitPrice Work--See Paragraph 11.03 of these General Canditions �or de%nition. 70. Weekend Wo�king HouNs— Hours baginning at 9:00 a.m. and ending at S:QO p.m,, Saturday, Sunday or legal holida.y, as approved in advance by the Ciry. 71. Worlc—The entire construction or the various separat�ly identifiable parks thereof required to be provided �der the Contract Doc�,unents. Work inchzdes and is the restilt of perforrnmg or providing ali ]abor, sert�ices, and documentation necessaty to produee such construction inchzcting any Chang� Order or Field Order, and fi�ishing, installing, and incorporating ail materia�s and ec}uip�n�nt into such const�uction, all as required by the Contract Doclurients. 72, Wo rking Day — A workit�g day is definad as a day, not ineh.�ding Saturdays, Sundays, or �ega 1 holidays auihor�zed by the City for contract purposes, in which weather or other conditions not under the contrfll of the Coniractnr will permii the performance of ihe principal unut of wark underway for a continuous period of not less than 7 hours betw�en 7 a.m. and 6 p.m. L02 7'erminology A. Tbe words and terms discu�sed in Paragraph 1.02.B through E are not defined but, when used iu the Bitlding Requirements or Contract Documents, have the iadicated meaning. B. Inient of Certain T'erms o�Adjectives: C1TY OF FORT WORTFT STAIVI�AR]]C0�I5TRUCTION SPECIFICAT[ON DOCUNI�NTS Revisian: 8/23J2U21 oo�zaa-� G�idERAL CQN61T40N 5 Page 7 of b3 1. The Cantract Documents inclucle the terms "as al�owed," "as approved," "as ordered," "as directed" or terms oi l�ce ef%ct or import to authar:�ze an exercise of judgment by City. In � „ « „ ss �, « ,� « „ addiiion, tha adjectives `reasanabl�, suitable, acceptable, proper, sati�factory, or adjec�ives of l�ce e�fect or impart are used ta descrbe an action ar determina�ion of City as to the Wark. It is a�tended that such exerci�e of professional judgment, action, or determi�ation will be solely to evaluate, in general, the Work for complia.nce wi�h the information in ihe Contract Documents and with the design concept �f the Project as a functioning whole as shown ar indicated 'm the Contract Dt�curnents (uuless there is a specific statement indicating otherwise). C. Defectave: L The word "defecti�ve," when modifyirag the woxd "Wark," refers to Work that is unsatisfactory, fau]1y, or deficient in that it: a. does not conform to the Coniract Dacuments; ar b, does noi meet the requirernents of any applicable inspection, reference standard, test, or approval referredta in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnash, Install, Perfo�rta, Provide: 1. The word "Furnish" flr the word "Insta�l" or the word "Perform" vr the word "Provide" or the word "Supply," or any combination or sim�7ar directive or usage thereo% shall mean furnishing and incorporaiing in the Work it�cluding all �ecessary ]abor, materials, equipment, and everything necessazy to perform the Work indicated, unless spaci�cally limited in the context used. E. Unless stated otherwi�e in the Contract Documents, vvords or phrases t.�at have a well-knawn technical ar construction industry ar trade meaning are used in the Contract Documents in accordance witt� such recognized meaning. ARTICLE � — PRELIMCNARY MATTERS 2.01 Copies of Docufnents City shall fiunish ta Contractor one (1) ariginal exeeuted copy and one (1) eltictroa�ic copy of �he Con�ract Documents, and four (4} additional copies of the Drawings. Additional copies will be fi�rnished upon request at the cost of reproduction. 2.02 Ca�nmencement of Cont�act Time; Natice to �'�oceed The Contract Time will cotnrn�nce to run on the da.y indicaied in the Notice io Proceed. A Notice ta Proceed may 6e given no earlier than 14 days after the Effective Date of the Agr�ement, unless agreed to by bath part�es in writing. C1TY OF �'ORT W(}R'I'H STANAAADCONSTRUCTION SPECIFICAI`IOH IJOCLTMENTS Revision: 8�13l.202.1 flp7200-1 G�NERAL OON�ITIDN S Psge 8 of 63 2.03 Starting the Work Contractor shall start to pez`�arm the Wark on the date when the Can�'act Tune commences to run. No Work shall be done a� the Site prior ta the date on which the Contract Time comrnences to rw�. 2.(}4 Before Sta�tang Constr�uction Baselir�e Schedule�: Submit in accordance with the Contract Documents, and prior ta starting the Work. 2.05 Preconst�uction Conference Befnre any Wark at the Site is started, the Contractor shall attend a Preconstruction Conferance as speci�ied in the Caniract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Cantractor attending the Public Meet�g as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment sha�l be made to Cnntractor until acceptabl� schedules are submitted to Citty rn accordance with the Schedule Sp�cification as provided in il�e Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Can�ract Docwnents are complementary; wbat i� requ�ed by one �is as binding as if required by all. B. It is the intent of the Cantract Documents to descr�e a fiuictionally complete project (or part thereo�j to be constructed'm accordance wiEhthe ContractDacuments. A�ny labor, docu�nentation, services, materials, or equipment tha.t reasonably may be inferred from the Cant�act Document5 or frorn prevailimg custom or trade usage as being required to produce the indieated result w�l be provided whetlaer or not specif'�ally called for, at no additional cost to Cil.y. C. Clarificatians and in�erpreta.iions of the Contract Documents shall b� issued by City. D. The Specifications ma.y vary' in form, �'ormat and style. Some Spec�catian seetions may be written in varying d.egre�s of streamlined or declarative style and some sections may be relatively narrati�e by camparison. Omission of such words and phrases as "the Contractar shall," "in Cp11�pTTT�IxY Wl�l,"' "a5 shown," Qi "a8 specif'ied" �.Pe liiteiltl0ri��. in s�reamlined sections. Qmitted words and phrases shall be supplied by inference. Similar tY4aes of provisions may appear in various parts of a section or articles witivn a part depenciin.g on the format af the CITYOF FORT WORTH STA,NDARDCONSTRUCT{dN SP�CTFICAT[QN DOCUMEN`FS Revision: W2312D21 007200-1 G�N�RAL CANdITION S Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in rnaking Contract Claim�. E. The cross re�erencing a� specification sections under the subparagraph heading "Ralated Sectians include but are not necessar�y litnited to" and elsewhere within each Spec �ication sectian is provided as an aid and convenience to t�e Contractor. The Contractor shall nat rely on the cross referencing provided and shaU. be responsible to coordinate the entire Work under the Cont�aci Documents and pro�ide a complete Prajeet whether or not the cross referencing is provided in each section ar whether or nat the cross referencing is complete. 3.42 I2eferertce Stcar�da�ds A. 5tandards, Specif�ications, Codes, Laws, and Regulati+ons Reference to standards, specif�ations, manuals, or codes af any tecl�nieal soeiety, organization, or associa.tion, or to Laws or Regulations, wheihar such reference be spec�c or by imp]ication, shall mea�. the standa,rd, specification, inanual, code, or Laws or Regulations in effeat at the time of apening of Bic�s (or on the Effective Date of the Agreement if th�re were no Bids}, except as may be otherwise specifzcally stated in the Contract Documents. 2, No pra�ision of any such standard, specif'ication, man�al, or code, ar any i�fruction of a Supp�ier, shall be effective to change the duties or respansib�7ities of City, Cox�t7'aetor, or any of their subcontractors, consultants, agents, or emplayees, from those set forth in the Contract Documents. No such pravision or instructian shall be effective to assign to Ciiy, or any of its offcers, directors, members, partners, ernployees, agents, consul�ants, or subcontractors, any duty or authority to sup�rvise or direct the perfortnanee of the Work or any duty or autharity to undertake responsibility inconsistent with the provisions of the Contract Docurnents. 3.03 Reporting arrd ResalvingDiscr•epcancaes A. Reporiing Discrepancies: 1. C'ontractor's Review of ContractDacurnents Before Starting Work: Before undertaking each part af the Work, Contractar sh�all carefully study and compare the Contract Documents and check and verify pertinent figures therein agai�nst all applicab�e field measurements and conditians. Contractor shall promptly repori in writit�g to City any conflict, error, ambiguity, or diserepancy which Contractar discovers, or has actual knowledge of, and shall obtain a �vritten interpretation or clarif'ication fram City b�fore proceeding with any Work affected thereby. 2. Cont�actar's Review of Cantract Documents During Perfor►nnance of Wark: If, cluring the perfortnance of the Wor�Z, Contractor discovers any conflict, error, annbiguity, or discrepancy wit�in the ContY'act Docutnents, or between the Con�ract Docutnents and (a) any applicable Law or Regula�ion ,(l�} any standard, specification, ma.nual, or cade, or (c) any instruction of any Supplier, then Cor�tracior shall promptly report it to City iri writmg. Contractar shall not proceed with th� Work affected thereby {except in an emergency as required by Paragraph C1TY OF FORT WORTI-I STANDA(iDCOMSTRUCTION SPECIE[CATION DOCLTMENTS Revision: 82312Q'Ll oa7zoo-i GENERAL CQNdITION 5 Page 10 of 63 6.17.A) unt� an am�ndment or supplement to the Contract D�cuments has been �ssued by vne oi the methods indicated 'm Paragrapi� 3.04. 3. Cantractor shall not be liabl� to City for failur� to repart any conflict, error, ambiguity, or diserepancy in the Contract Documents unless Contractor had actual laiowledge ihereaf B. ResolvangDisc�epancies: 1. Except as may be otherwise spec�cally stated in the Contraet Documents, the provi�ions of the Cantract Docutnents shall take precedence in resolvmg any co�liet, error, ambiguity, or discrepancy beiween the pro�isions of the Contract Documents and tke provisions nf any standard, specif'�cation, manual, or �e instruction af any Supplier {vvhether or not specifcally incorporated by refere�ce in the Contract Daeuments). 2. In case of diserepancies, figu�'ed c�irnensions shall govern over scaled cl�mensions, Plans shall govern over Spec:if'�cations, Supplementary Conditions shall govern over General Conditions and Specifications, and quaniities shawn on the Pla.ns shaSl govern av�r those shown irj the proposal. 3.04 �lnzendirag and Supplementir�g Cantract Documents A. The Contract Dacuments may be a�ended to provide for additioz�.s, deletions, and revisions in the Wark or to modify the terms and conditio:tas thereof by a Change Order. B. The requu'em�nts of t1�e Contract Documents may be supplemented, and minor variations and deviatio�s i� the Work not involving a change in Contract Price or Contraet Time, may be author�zed, by one or more of the following ways: 1. A Field Qrder; 2. City's review of a Submittal (subject to the provisions ofParagraph6.18.C); or 3. City's written interpretation or c]a.ri%catxon. 3.05 Reuse of Documen�s� A. ConYractor and any Subcantractor ar 5upplier shall not: 1, have or acquire any title to or ownership rights in any of the Drawit�gs, Specifications, or other documents (or copies of a�y thereofj prepared by or bearing th� seai af Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other docurr�ents, or eopies thereof on extensions of the Project ar any otherproject witt�iout wri�ten consent af City and specific writtenverif'ication or adaptation by Engineer. C1TY OF FDRT WORTIi STANDARDCQNSTRUCTTflI� SPECIFICATION DOCLJMENTS Revision: S/"L3/Z021 00 �� uo - i G�N�RAL CONDITION S Page 1 i nf 63 B. The proh�itians of �his Paragraph 3.�5 will sutvi�e i�inal payment, or termit�ation of the Contract. Nothing herein shall preclude Contractor from re�aining copies o� the Contract Dacumen�s for recard purposes. 3.06 Elect�onic Data A. Unless otherwise stated in the Supplementary Canditions, the data furnished by Ciry or Engineer to Contractor, or by Contractor ta City or Engineer, that may be relied upon are lzmited to the printed capies included in th� Contract Documents (also known as hard copies) and other Speci�cations r�ferencedand located an the City's on-line electroni� dacwnent ma.nagement and collaboration system site. Files in elec�'onic rnedia format af text, data, graphics, or other types are furnished only for the convenience of tk►e receiving party. Any conclusion or informa�ion oUtained or derived from �uch electronic files will be atthe user's sole risk. Ifthere is a discrepancy between the electronic fi�es and the hard copies, the hard copies govern. B. When iransferring dacuments in elecbranic media format, the transfe�ar�g party makes no representations as to long term compat��b�iiy, usability, ar reada.b�lity of documents resulting fram the use of software applicatian packages, operating systems, ox cornputer hardware differing from those used by the data's creator. ARTICLE 4— AVATLABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL GONDI'1�ONS; REFERENCE POINTS A�.01 Availability of Lands A. City shall fizrnish the Site. City shall nofify Contractor of any encumbrances or restrictions not of �eneral application but speci�'ically related to use of the Site wikh which Contractor must comply in �erforming the Work. City will obta� in a timely manner and pay for easements for pernianent struci-ures or pern�an�nt ehariges in existing faciliti�s. 1. The City has o�ta�ed ar anticipates acqu�sition of and/ar access to right-of-way, andlor easements. Any outstanding rigl�t-of-way andlor easements are anticipated to he acquired in accordance withthe schedule sefi �orthin the Supplementary Condikians. The Praject Schedule submitted �y the Coniractor in accordance with the Contract Dacutn�nts must consider any outstanding right-of-way, andlar easements. 2. The City has or anticipates removing andlar relocating utilities, and obstructions to the Site. Any outstanding removal ar relocation of utilities or abstructians is anticipated 'm accordance with tk►e schedule setforth in the Supplementary Conditions. The Project Sc�edule subrnitted by the Cantractor in accordance with the Contract Documen�s must consider any outstanding utilitzes or obstructians to �e removed, adjt�sted, and/or relocated by others. B. Upon reasanable written request, City shall furnish Contracior w�ih a current statement of record legal title and legal descriprian of the ]�nds upon which the Wark is io be perfortned. ci�r� a� �oRT woxrx STANDAKDCONSTRIfCTION SPECIP[CAT10N D�CLIMEN7"5 Revision: 823�D21 Ofl72D0-1 GENERAL CQ�idlTION 5 Page 12 of 63 C. Contractor shall provide for all additional la�ds and access thereto that may be required for canstruction facilities or storage of rnateria]s and equi�ment. 4.02 Subsurface andPhy�ical Condtiions A. Reporis andDr^awings: The Supplementary Conditios�s itlentify: 1, those reports Iazawn to City of explorations and t.ests of subsurface conditions at or cantig�uous to the �ite; and 2. those cirawir�gs known to City of physical canditions relating to e�cisting surfaee or subsurface structures at the Site {except Undergraund Facilities). B. Limited Reliance by Gontractar on Tech�aicad Data Autho�ized: Contractor rnay rely upon the accuracy of the "technical da.ta" contained iri such reports ar�d drawings, but such reports and clrawings are �ot Contraet Docuinents. Such "technical data°' is identified in t1�e Supplementary Conditions. Contractor may not make any Contract Claim against City, ar any of their officers, directars, members, partners, employees, agents, consultants, ar subcontractars with respect to: 1. ihe campleteness of such reports and drawings for Gontractar's purposas, including, but not limited to, any' aspects of tY�� means, methods, tecbniques, sequences, and pro.cedures flf construction to be employed by Contractor, and safety precautians and programs incirlent thereta; or 2. other data, imterpretations, opinions, and inforrnation contained in such reports or shown or imc�icated in such drawings; or 3, any Cont�'actar interpretation of or conclusion drawn from any "technical data" ar any such other data, interpretations, opu�ions, ar in%rmation. 4.Q3 Diffe�tngSubsurface or��hysicaiConditions A. Notice.° If Con�ractor believes that any subsurface or physical condition that is uncavered or revealed either: 1. is of sueh a nature as to estabiish that any "tec�nical data" on whieh Caniractar is entitled to rely as pravided in Paragraph 4.02 i� materially inaccurate; or 2, is of su�h a nature as to require a change in the Contract Documents; ar 3. differs mate�a.�ly from tlaat shown or indicated in the Cont�acfi Documenis; or �}, is of an unusuai natura, and di�'fers materially from canditions ord'mar�ly encounter�d and genera�ly recogni��d as inherent in wark of the chaxacter provided for in the Contract Dacuments; CITY OF FDRT W012TH STANDAR]]CONSTRUCTIQN SPECIFICA7'ION DOGYIM�NTS Revision: R23C1Q21 oa�zoa-t GENER,4L CON�ITION S P�ge 13 af 63 then Contractor shall, promptly af't�r becoming aware thereof and bafore fi�.rther disturbing the subsurface or physical conditions or perfornvng any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify Ciky in writing about such condition, B. Pos�rb2ePrace and TimeAdjustments Contractor s�a.11 not be entitled to any adjustment in the Cantract Price or Cont�act Ti�ne if: 1. Contt'actor knew of the e�tence of such conditions a� the tune Cantractor made a fma.l comrnitment to City with respect to Contract Price and Conirae� Time by' tha submission of a Bid or becaming bound under a negotiatad contract; or 2. the existence of such condition could reasonab�y have been discovered or revealed as a resu� oi tihe examination of �he Con�ract Documents or the Site; or 3. Contractor �ailed to gN'e the written notice as re�ed by Paragraph 4.03.A. 4.04 Unde�gr�au�dFacilitie� A. Shown or Indicaied.' The inforrnation and data shawn or u�dicat�d in the Contract Documents with respectto existing �nderground Facilities at or contiguous fa the Site is based on informatioa and data furnished to City ar Engineer by th� owners of such Underground Facilities, including City, or by nthers. Unless i� is otherwise expressly provided in the Supplementary Conditians: 1. City and Engineer shall not be responsib�e for the accuracy ar completeness of any such informat�on ar data provided by others; and 2. the cost of all of the following w�71 be inch�ded in ihe Conirt'aet Price, and Contractor shall have fiill responsibility far: a. r�viewing and checking all such informaiian and data; b. locafiu�g all Underground Facilities shown or indicated in the Cantract Documents; c. coardinatior� and adjustment of the Work with the awners of such Underground Facilities, incluciing City, d�aring construction; and d. tha safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown orlr�dicated.� 1. If an Underground Facility which conflicts witl� the Work is titncovered or reveal�d at or conttiguous to the Site which was nat shown ar indicated, ar not shown or indicated with reasonable accuraey in the Contract Documents, Contracttir shall, prompily after becamittg avcrare �hereof and before further disturbing canditions affected thereby or perfarming any CITY DF FORT WORTI-I STANDARDCONS.TRUCTION 5PEC1�'ICA'F10N DOCUMENTS Revision: 8rz3CL021 oo�zoa-i GENERAL COND IS ION S Page i 4 af 63 Work in connection tllerewith (except in an emergency as required by Paragraph 6.17.A), identify the owner oi su�h Undergraund Facility and give notice to that owner and to City. City will review the discovered Underground Facility and detern�it�e the extent, if any, to which a change may �e required in the Contract Documents to reflect and doctunent the consequences of the e�istence or location of tlle Undergraund Facr�ity. Contractar shall be respansble for the �afety and protection of such discovered Underground Facility. 2. If City concludes t1�at a change in the Co��ract Documents is required, a Change Order m�a.y be issued ta reflect and document such consequences. 3. Verificaiion of existing ut�ities, structures, and service lines shall include notification of all ut.ility companies a ininitnum of 48 4�ows in advance of cor�siructian including explaratory excavation if nec�ssary. �.OS Reference Points A. City shall provide e�gineering surveys to establish reference points for construction, which in City's judgment are necessary io enable Contractor to procead with the Work. City will provide construction stakes ar other customary methnd of marking to establish line and grades for raadway and utiiity constructian, centerl�nes and benc]smarks for bridgework. Contractor shall proteci and preserve the established referenc� points and property monutnents, and shall make no changes or relacations. Contrac�or s}�all report to City whenever any reference poir�t or property monument is lost or destroyed or requires reloca�ion because of necessary changes in grades or locations. The City shall be responsble far the replacement or relocation of reference points or p�raperty monuments not carelessly or w�Ifully destroyed by the �ontractor. The Cont7'actor shall notify City in advance and with sufficient tune to avoid delays. B. �hen�ver, in the opinian oi the City, any reference point ar monurnent has been carelessly or willfully dest�oyed, disturbed, or rernoved by the Cont�ac#or or any of his employee,s, the fiill cost for replacing such points plus 25% will be charged against the Cont�actor, and the fiill amonnt will be deduc�ed f�am payment due the Cc�ntractar. 4.06 Hazar�c�ous Eravironmental Condition atSite A. Reports and Drc�wings: The 8upplementary Conditions identify thase reports and drawings known to City relating ta Hazardous Environn�ental Condit�ons ihat have been identif�i�d at ihe Site. B. Limited Reliance by Cont��ctoron TechnicalDataAuthorized: C�ntractor may rely upan the accuraey of the "�echnical data" coz�tarned in such reports and drawings, but such reports and drawings are not Conixact Documents. 5uch "technieal data" is identif'Xed in the ��pplementary Conditions. Con�ractor ma.� not make any Contracf Cla.ina against Ciity, or any oi their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect ta: L the campleteness of such report� and drawings for Con�ractar's purposes, including, but no� limit�d to, any aspects ai ihe means, methocis, technic�ues, sequences and procedures of C1TYpPFORT WORTH S'1'ANDARDCONSTRUCTIO.N SPECIF�CATlON DQClJMENTS Revision: $�L'�02I 04 72 PO -1 G�NEFtAL CONb IT 10 N S Page 15 of 63 eons�tuction �o be emplayed by Contractor and safety precautions and pragrams incident thereto; ar 2, other data, interpretations, apinions and infc�rmation cantained in sucta reports or shown or indicated in such drawings; ar 3. any Contractor interpretation of ar conclusion drawn from any "technical data" or any such otUer data, irxterpretations, opinions or inforrnation. C. Cont�'actor shall not be respons�ble foar any Haza.rdous Environrnental Condition uncovered or revealed at the Site which was not shown or indicated in Draw�gs or Specif'ications flr identified in tha Contract Documents to be within tt�e scope oi the Work. Contractor shall be responsible for a Hazardous Environmental Conditian created with any rnaterials brought to the Site by Contractor, Subcontractors, Suppliers, or anyane else for whorn Cantractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Cantractor or anyane for whom Cantractor is responsible creates a Hazardous Enviranmental Candition, Contractor shall immediat�ly: (i} secure or otherwise isolate such condition; {ri) stop all Work in connectian with such condition and in an� area affected tbereby (except in an emergency as required by P aragraph 6.17.A}; and {m} notify City (and promptly thereafter conf'rrm such notice in writing}. City may consider the necessity io xetain a qualified expert to evaluate such condition oz' take corrective action, if any. E. Contractor shall not be required ta resume Work in connection with such condition or in any affected area until after City has obtained any r�quired pern�its re]ated thereto and deliv�red written notice to Contractor: {� specifying that such condition and any affected area is or has heen rendered suitable for the resumption af Work; or (u� specifying any special conditions underwhich such Work may be resumed. F. If after receipt of such written notiee Contractor does not agree to resume such Work based on a reasonable belief it is �nsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of tha Work that is in the area affected by such condi�ian to be del�ted frorr� the Woxk. City may l�ave such deleted portion of the tiV'ork performed by City's own farces or o��rs. G. To the fullest extentpermitted by Lativs and Reg�rlations, Contractor shall indemn� and hald ha�mless City, from and a�ainst all claims, costs, losses, and damages (ancluding but raot limited to all fees and cha�-ges of engi�reers, architeets, attorneys, and otherpNofe.ssaonais and a1l court or a�bitratiora ar� oiher dispute resolutian costs) a�ising aut of or relatirrg ta a Hazardou� Enviror�mental Conditiorr created by Contracto�or by anyoneforwho»xContracto�-is �esponsible. 1Vothing in this Paragraph �. D6.G shald abligate Contractor to inderrar� � any indxvidual or entity fi�am and against the consequences of that i�rdividual s or entity's own negligence. H. The provi�ions of Paragraphs �.02, 4.03, and 4.04 do not apply to a Hazardou� Enviro�rnental Candition uncovered or revea�ed atthe Site. CITYDF FQItT WOR'I'fI STANDARDCONSTRUCTION SPBCIR[CATlON 1�QCUMENT5 Revision: 823CZOZ1 aa�zoo-i G�.NERAL CAN� ITION S Page 1.6 of 63 ARTICLE � — BONDS AND INSUItANCE 5.41 �icensed Sur�eties andlnsuret-s AlI bonds and insurance required by the Contract Documents to be purchased and maintained hy Contractar shall be obtained from surety or insuranee �ompanies that are duly licensed nr authorized in the State of Texas to i�sue bonds or insurance policies for the limits and co�erages so required. Such surety and insurance companies shall also meet sucb additional requirements and qualification� as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bond.s A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an arnount eq�aal to t�e Contract Price as security for #he faithfui performanc� and payment of all of Cantr'actor's obligati�ns under the Contract Docurnenis. S. Coniractor shall fux�ish maintenance bonc3s in a� amount equal to the Cantract Priea as security ta protect the City against any defect� in any portion of the Work described in the Contract Docurnents. Ma�.�enanee bonds shall rema.in in effect for two {2) years after the ciate of Final Acceptance by the City. C. All bonds shall be in the forrn prescr�ed by the �ont�act Documents except as provided o�kierwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Halding Certificaies of Auihority as Accepta.ble Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Bra.nch, U.S. Depax�aent of the Treasury. All b�nds signed by an agent or attorney-in-fact mus� be accompanied by a sealed and dated power of attorney whieh shall shaw that it is effectiv'e on the date the agent or attomey-in-fa�t signed each bond. D. If the surety on any bond furnished by Contractor �s declared bankrupt or becornes insalvent or its right to do business i� terminated in the Sta.�e of Texas ar it ceases to meet th� requirements of Paragraph5.02.C, Con�ractar shall promptly notify City and shall, within 30 days af�ez'the event givit�g rise to such notif'�cation, prn�ide anather bond and surety, �aoth of which shall camply with the requirements of Paragraphs S.Ql and 5.02.C. 5.03 C'e�tificates af In,ru�anee Contractor sha.11 deliv�r to City, with copies to each additional insured and loss payee identif ed in the Supplementa.ry Canditions, certifieates of insurance (other evidence of insurance requestedby City or any okher addit�onal insured) in at least the minimwn amount as specified i� the Supplernentary Condit�ions whiich Contractor is required ta purchase and maintain. 1. T�e cert�cate af insuran�ce sha.11 dacument the Ciry, and all identifzed entities named in �he Supplementary Conditions as "Additional Insured'° on all liab�7ity policies. C1TY OF FORT Wd1LTI� STANDARI7CONS:TRLfCTIQN SPECIFlCATI01� DqCUMENTS Revision; 8/�iI1f121 oo�z oo- i G�NERRL CaNDITION S Page i 7 nf 63 2. The Con�ractor's general liability sns�ance shall include a, "per pxoject" or "per location", endorsement, which shall be identii'ied in the certificate oi ir�surance provided to �he City. 3. The ce�rtif'icate 5hall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show eomplete insurance carrier names as list�d in the current A.M. Best Praperty & Casualty Guide 4. The insurers for all policies must he licensed andlor approved to do business in the State of Te�s. Except for workers' corr�pensation, all insurers must have a rninimum rating af A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating �s below that required, vvxit�en approval of City is required. 5. All appficable policies shall :mclude a Waiver of Subrogation (Raghts of Recavery) in favor of the Ciry. Tn addation, the Contractor agrees to waive a1I rights of subrogation against the Engineer (if applicable}, and each additional insured identi#ied in the �upplementary Conditians 6. Failure of the City to demand such certif'icates or other e�idence of full compliance with the insurance requirements ar fa�ure of the Ciiy to identify a deficiency from evidence that is pravided shall not be construed as a waivar of Contractor's obligation to mainta� such lines of insura�ce cov�rage. 7. If ins�rance polici�s are not written for specif'ied coverage iimits, an Umbre]]a or Excess LiabiIiry insurance for any differences is required. Excess Lia.b�7ity shal! follow fonn of the primasy caverage. 8. Unless otherwise stated, ali rrequired insurance shall he written on the "occurrence basis". If co�erage is underwril�en on a elairr►s-rr�ade basis, the retroactive dat,e shall be coincident with or prior io the date of the effective date of the agreement and the cert�"tcate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be ma�tained %r t�e duration of the Contract and for three (3) years following Final Acceptanee proVided under the Contract Documents or far the warranty pexiod, whichever i� longer. An annual certif'Xcate of insurance submitted to the City sl�all evidence such insurance coverage. 9. Polieies shall have no exclusions by endorsements, which, neither nullify or amend, ihe requi�ed lin.es of coverage, nor decrease the lirni�s of said cov�rage unless such en.dorsements are approved m writing by the City. In the event a Cont�c'act has been bid ar executed and the exclusions are determined to be unaccepta.ble or th� City desires additional irisuranc� coverage, and the City desires the contractorlengineer to obtain such coverage, the cont�act price sf�all be adjusted by the cost of the premnxm for such additional coverage plus 10%. 10. Any self-insured retention (5IR), � excess of $25,�OO.DO, af£ecting required insurance coverage shall be approved by the City �n regards to asset value and stockholders' equity. In CITYOFPORT WORTH 5TA1V17ARDCONSTROCTION 5PSCIFICATION DOCETML'NT5 Revision: 81Z3f�A�1 oa�zoo-� GEN�RAL GQND1710N S P age 18 af 63 lieu of �raditional msurance, alternative coverage ma�tained through rnsurance pools or risk retenfion gro�aps, must also be approved by City. 11. Any deduct�le in excess o� $5,00�.00, for any palicy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its so� discretion, reserves the right to review the insurar�ce requirements and io ma.ke reasonabl� adjusim�nts to �surance coverage's and their limits when deemed nec�ssary and prudent by the City based upon changes in statutory 1aw, court decision or the claims history ofthe industry as well as o� the contracting party to the City. The City shall be required to provide prior notice of 90 days, and ihe insurance adjustments shall be incorporated inta the V�ork by Change Order. 13. City shall be entitled, upon written reques� and wiihnut e�ense, to reeeive copies of policie s and endorsements theretfl and may make any reasonable requests for deletion or revision ar modi�ications of particula.r policy terms, conditions, limitations, or exclusions necessary to conforrn the palicy and endorsements to the requirements of the Contract. Deletions, revisions, or modificahons shall not be reciuired where palicy provisions are established by law or regulations binding upon ei�her party or th� underwriter on any such policies. 14. City shall not be respons�le for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contracto�'s Insurance A. Wopke�s Conapensatian and Employers' Liahality. Cantractar shall purcha�e and mainta� suc� insurance coverage with limits consistent with statutary benefits autlined in tl�e Texas Workers' Cornpensation Ac� (Texas Labor Code, Ch 406, as amende�, and n�inimum limits for Empioyers' Lia.bility as is apprapria.te forthe Workbeing performed and as will provide pratection from claims set forth below which may arise out of or result from Contractor's performance of the Wark and Contractar's ather obligations under the Contract Dacuments, whether it �s fio be performed by Contractor, any Subcontractor or Supplzer, or by anyane directly or inc�irectly employed by any of them to perform any of the Work, or by anyone for whose acts any af them may be liable: 1. claims under workers' campensation, disab�7ity benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupaiional siclrness or di�ease, or death of Contractnr's employees. B. Comrrrercial Geraeral Liahility. Coverage shall includ� but not be limited to covering liability (bodily injury or property damage) arising from.. premisesloperations, ir�dependent contraetors, productslcampleted operations, personal injtuy, and lia.bility wider an insured contraci. Insurance shall be provided on an oecurrence basis, and as compreher�sive as the current Insurance Services Office (ISO) palicy. Tlvs insurance shall apply as prunary insurance with respect to any other C1TY QF FORT WORTH STANDARDGONSTRUCTEON SPECIFiCA7'ION DOCUMENTS Itevision: �Y'L'i12021 00 �2 00 - i G�NEFL4LCONDITION S Page 19 nf 63 insurance or s�1f-insurance programs afforded to the City. The Cominercial General Liability palicy, sha� have no exclusions by endorsements that would alter of nullify premises/operat�ons, productslco�pleted operations, contractual, personal mjury, or advertising injury, which are normally cantained with the pQlicy, util�ss the City approves such exclusians in wri�ing. For construction projeets thai present a substantial completed operation e�posure, the Ciry may raqusre the cont�ractor to maintain completed operations coverage far a r��it�imum of na less than �hree (3) years following th� comp�etion of the project (if identif"ied in the Supplernentary Conditions). C. Autanzobaie Liability. A cornmercial business auto policy shall provide coverage an "any auto", defi�ed as autas owned, hired and non-owned and provide indem�vry for claims for damages because bodily injury or death of any person and or property damage ari�ing aut af the wark, maintenance or use af any motor vehicle by the Contractor, any Subcontractor or Supp�ier, or by anyone directly ar inditectiy employed by any of them to perform any o� the Work, or by anyone for whose acts any of them ma.y be ]iable. D. I2ailYoad Protective Lia�ility�. If any af the work nr any warranty work is within the limits of railroad right-of-way, the Contractor sl�all comply with the requirements identified in the Supplementa.iy Conditions. E. llTotification ofPolicy Cancellation: Cantractor sha�l immediately notify City upon cancellation or other loss o� insurance co�erage. Contractar shall stop work until replacement msurance has been procured. There 5hall be no time credit for ciays not warked pursuant to this section. 5.05 Acceptance afBondsandlnsurance; �ption to Replace If City has any obj��tian to the coverage afforded by or other provisions of the bonds or �asurance xequired to be purchased and maintained by the Contractor in accordance with Article 5 on the basis o� non-conformance with the Con1�'act Docu�nents, the City shall so notify the Contractor in writing within 10 Business Days afterreceipt of the certificates (or other e�idence reyuested}. Contractor sha11 provide to the City such additianal information in respect af insurance provided as the City may r�asonabiy raquest. If Contract�r does not purchase or maintain alI af the bonds and insurance required by the Con%ract Doctunents, the City shall notify the Cantractor in writing of sueh fa�ure prior to the start af the Work, or of such failure to maimtain prior to any change in the required coverage. ARTICLE b — C�NTR.ACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Cantractor shaA supervise, inspect, and direct the Work competently and efficiently, de�oting such attenti�n thereto and applyu�g such skills and expertise as may be necessary to perform the Work in accordance with the eontract Documents. Contractnr shall be solely responsible for tlle means, methods, t�chniques, seqr�ences, and procedur�s of construction. CITY DF FORT WORTH STANUARDCONSTRUCTCON SPECIFICAT[ON DQCiIMLNTS Revisiun: Rn3I2021 oo�zoo-i GEN�RAL COiVDITION S Page 2D nf 63 B. At all tim.es during the progress of the Work, Contractar shall assign a cornpeten�, English- speak�ng, Superintendent who shall nat be replac�d without written notice to City. The Superin.tendent will be Contractor's representative at the Site and sha1l have authority to act on behaif of Contractor. All communication given to or received from �he Superantendent shall lae bincling an Con�ractor. C. Con�ractor shall notify the Gity 2� hours priar to movira�g areas during the sequence of construction. �,02 Labor; WorkingHours A. Contractar shall provide competent, suitably qualiiied personnel to perform construction as requi�ed by the Cantract Documents. Contractar shall at alI times maintain good cliscipime and order at the Site. B. Except as otherwise required for the safety or protec�ian of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Wark at the Site sball be performed during Regular Working Hours. Gontractar will not permit the perforrnance o� Work beyond Regular Working Hours or for Weekend Working How's without City's written cansent (whi�h will not be unreasonably with�eld). 'VLTritte� request (by letter or electronic communication) to perform Wark: l. for b�yand Regular Warking Hours request must be made by noon at least twa {2) Business Days prior 2, for Weekend Working Hours request must l�e rnade by noon nf the preceding Thursday 3. for legal halidays request must be made by noon two Business Days prior ta the legal holiday. 6.03 Services, Materaals, crndEquapmertt A. Untess otherwise specified in the Contract Documents, Contrac�or sl�all pro�ide and assume full responsr�ility For all seivi,ces, materials, equiprnent, labor, transportaiion, consttutction equipm�nt and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, terr�parary fac�ities, and all other facilities and incidentals necessary for the per%rmance, Con�ractor required testing, start-up, and completiion of #he Work B. All materials and equipment incarporated into the Work shall be as specif'�ed or, if not specified, slaall be o� good qua.lity and new, except as otherw�se provi�led 'm the Cont�'ac� Documents. All special warranties and guarantees required by the Specif'icatior�s shall expressly ru� to the benefit of City. If required by City, Cantractor shall fiun�sh sat-isfactory evidence (including r�ports of required tests) as to the source, kinci, and quality of materials and equiprr�ent. C1T'Y OF FORT WORTH STANBARDCONSTKUCTION SPECIF[CATION nOCiJMENTS [�evision: 8�2.'i�l 04 72 00 - I GEIVEE2AL CDN6lTlbN S Page 21 af 63 C. All materials and equipment ta be incorporated �to the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with �strttctions of the appficable Supplier, except as otherw�se may be provided in th� Gontraet Documents. D. All iterns of standard equiprnen� to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 ProjectSchedule A. Contractar shall adhere to tl�e Project Schedule established in accordance with Paaragraph 2.07 and the General Requirements as i� may be adjusted frorn time ta time as pravided below. I. Contractor shall submit to City for acceptance (to the e�ctent indicated in Paragraph 2.D7 and the Genearal Requirements) proposed adjustments in the Project Schedule that will nat resuli in changing th� Contract Time. Such adjustments will comply wi�h any provisions of the General Requirements applicable thereto. 2. Contractor sha�l submit to City a monthly Pro�ect Schedu�e with a monthly progress payrnent for the duration a�the Contract in accordance with the schedule specification Ol 32 16. Proposed adjustments in the Project Schedule that wiil change the Contract Time shall be submit�ed in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. �.OS Sub�titutes and "4r-Equads" A. Whenever an item of rnaierial or equipment �s specified or descr�ed in the Contract Dacurnents by using the name of a pro�rietary item or the na.me of a particular Supp�ier, the specif��cation or description i� intended to establish the type, function, appearance, and quality required. Unless the specification or descriptio�n contairis or �s followed by words reading that rzo like, equival�nt, or "or-equa.l" item or no substitution �s permitted, other iiems of material or equipment of other Suppliers may be submitted to City for review under the circumstances describ�d belQw. 1. "Or Equal"Items: If in Ciry's sole discretion an item of mater�al or equipment prapQsed by Contractor is functionally equal to that named and sufficiently siinilar sa that no c�ange in :relatad Work �vill be required, it may lae cansidered by City as an "or-equal" item, in which case review and approval of the proposed iiem may, in City's soi� di�cretion, be accamplishe d without complia.nce with some or all of the requirements for approval of proposed s�bstitute items. For the purposes of this Paragraph 6.OS.A.1, a praposed item of materiai or equipment will be considered functionally equal to an item so narned if: a. tlle Ciry deterrnines #�at: 1) it is at leasi equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CI'1'Y OF FOR'I' WOATH 5TAN1]AItDCONSTRUCTION SPECIFICATIQN pOCUI+IIEi�fTS Revision: 8�23l1A21 oa7zoo-i G�NERALCON�ITION S Page 22 nf 63 2) it will reliably perforin at least ec�aally we�l the function and achieve the results imposed by the design concept of the completed Praje�t as a iunctianing whoie; and 3) it has a proven record of performance and availabil�ty af responsive service, a�d b. Co�n�ractor certi�'ies that, if approved and incorporafiecl it�to the Work: 1) t�ere will be no increase in cost to the City ox increase in Contract Time; and 2) it will conform substantially to the detailed requireme�ts of the item nam�d in the Contract Docurrrents. 2. Substitufe Iten�ts: a. If in City's sole rliscretion an item of ma.terial or equipment praposed by Cantractor dQes not qualify as an "or-equal" item ur�der Paragraph 6.05.A.1, ii may be submitted as a proposed substitute item. b. Contractax sha.11 submit sufficient information as provided below to allow City to determin� if the item of material ar equipment proposed �s essentially equivalent ta that named �nd an acceptable substituie there%r. Requests for review of propased substitute �e�ns of �na.texi,al or equipment wilI nat be acceptedby City fram anyone other than Contt'actor. c. Contractor shall make written applica�ion to City for review oi a proposed substitute item of material or equipment tha.t Contractor seeks to furnish ar use. The application shall comply with Secti�on O1 25 00 and: 1) shal� certify that the proposed substitute item v�ill: a) perform adequately the functions and achieve tlie results called for by the g�nera� design; b) be s�n1`1ar in substanc� to tha.t specified; e) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to whieh tl�e use af the proposed substi�ute item will prejudice Contractor's achievement of final compl�tian on time; b) wheth�r us� a� the proposed substiiute i�em in the Work w�l require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for oiher work on the Project) to ada.pt the design to the �raposed substitute item; CT'I'Y OF FQRT WORTIi STANI]ARDWNSTRUCTIdN SPECIFICATION DOCUMBNTS Revision: 823/2021 oa 7z oo - i GENEF2AL CONdITiOi� S Page 23 of 63 c) whe�khhar incorporation or use of the praposed substitute item in connec�ion with the Work is sub3ect to paymeni of any license fee or roya.lty; and 3) will identify: a} all variations of the praposed substitute item from that specif'�ed; b) available engineering, sales, maintenance, repair, and replacement serviees; and 4) sha11 contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Clairns of other contractars affec#ed by any resulting change. B. Sarbstitute Cnnst�ciionMethads a�Fi�ocedures: If a specific means, method, techniqu+e, sequence, or procedure of cansit-�.iction is express�y required by' the Cont�act Documents, Contractor rnay fiunish or utilize a substitute means, metIiod, technique, sequence, or procedure of construction appraved by City. Contractar shall submit sufficient infarmation to a31ow Ciry, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly ca�led for by the Cantract Docwnents. Cantractor shall make written application to Gity for re�iew in tha same manner as those provided in Paragraph 6.OS.A.2. C. City s Evaluation: CiLy w�l be allowed a reasonable time within which to evaluate each proposal ar subrnittal rnade pursua.nt to Paragraphs 6.45.A and 6.OS.B. City may require Conixactar to furnish ad�litional da.ta about the proposed substitute. Ciry will be the sole judge of accept.�.bidily. No "or-equal" or substiitxute will be ordered, installed or utilized until City's review is complete, which w�71 be evidenced by a Change Order in the case oi a substitute and an accepted Subm�tal for an "or-equaL" City will advise Contractor in writing of its determi�atior�. D. Special CCua�antee: City may require Confractor to furnish at Contractor's expense a specia.l performance guarantee, warranty, or other surety with respectto any sub5titute. Contpacto� shall inde�tznify and hoid ha�rnless City and anyone directly or indiYectly employed by ihemfrom and against a�ry and adl claims, damages, losses and ex�enses (zncluding c�tiorraeys fees) arising out of the use of substit�cted rnater�ials ar� equipment. E. City's CastRei�rabur�semeni: City will record City's costs u� evaluating a substitute proposed or submiLted by Coniractor pursuant to Paragraphs 6,05.A.2 and 6.05.B. Whether or not Ciry approves a substitute so proposed or submitted by Cantractor, Contractor may be r�quired to reimburse City �or evaluating each such proposed substitute. Con�ractar may also be rEquired ta re�nburse City for the cha.rges for making changes in the Contract Documents {or in the provisians of any other direct contract with City} resulting frarn the acceptance o� eaeh proposed substikute. F. Contr�actor's Expense: Contractor shall provide ali clata in support af any proposed substitute or "or-equal" at Co�tractor's expense. C1TY OF FORT WORTH STAI*fI]AR�CONSTRUCT[ON SPECIFICAT[O1V DOCiTMENTS Revisian: ffiZ3f1�721 00 72 00 -1 GENERAL CONDITION S Page 24 of fi3 G. Cily Substitute ReimbuYsement: Costs (savings or charges) attrieuiable to acceptance of a substitute shall be incorporated to the Contract by C`hange Order. H. Tir�re Exterasions:No additi�nal tsme will he granted %r subs�itu�ians. 6.06 Concer�ing Subcor�tractors, Supplic�s, and Dthe�s A. Cantractor shall perform with his own organization, work of a �alue not less than 35°/a of the value embraced on the Contraet, unless otherwise approved by the City. B. Contractor shall not employ any Subconfiractor, Supplier, or other individual or entity, whether initially or as a replacem�r�t, against whom Gity may have reasonable objection. Cantractor shall not be required to emplay any Subcontractar, Supplier, ar other individual or entity to furnish or perforrn any af the Work agains� whom Contractar has reasonable objection (excluding those aceeptable to City as intlicated i� Paragraph 6.�6.C). C. The City may frorn time ta time require ihe use of certain Subcontractors, Suppliers, or other individuals or entities on t�e project, and will provide such requirements in the Supplementary Conditians. D. Minarity Business Enterprise Complfance: It is City policy to ensure tha full and equitable participation by Minority' Business Enterprises {MBEj in the procurement of goods and services on a coniractual basis. If the Contiract Documents provide for a MBE goa1, Contractar �s require d to comply with the intent of the City's MBE Ordinance {as amended} by ihe fallowing: 1. Contractor sha.il, upon request by City, provide complete and accurate information regardin� acival work perforrned by a MBE on th� Contract and payment therefor. 2. Cont�actor will not make additians, deletions, flr substitutions of accepted MBE without v�rritten consent af the City. Any unjustified change or deletion shall be a material breach of Cantract and may result in debarment ic� accardance with the procedures outlined in the Ordinance. 3. Contractor shall, upon requestby City, allow an audit andlor examinaiion of any boolcs, records, or fi�es in the possession of the Contractor tha� wifl substantiate the actual work performed by an MBE. Material misrepresentation of any nature wi11 be grounds Far terrnination of the Contract in aecordance wi�h Paragraph 15.�2.A. Any such misrepresentation may ba groutzds far disqualification of Contractor to bid on future contracts w�th th� City for a period of not less than tbree years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcon�ractors, Suppliers, and other individuals or entities perForming ar furivshing any af the Work just as Cantractar is respons�le �or Contractor's own acts and omissioz�s. Nothi�g in the Con�ract Documents: C1TY OF FORT WORTH STA3�DAIZDCONSTRUCTION SPECIFfCATIOM i]OCUMENTS Itevision: �� aa�zoo-� G�NERALCONDITION S Page 25 of G3 1, shall create for the benefit oi any such Suk�contractox', Supplier, or otner individual or entity any contractual relationship between Ciry and any such Subconfractor; Supplier or otl�er indi�idual or entity; nor 2, shall create any abligati�n on the part of City to pay ar to see to the payment of any moneys due any such Subcontractar, �upplier, or other individual or entity except as may athezwise be required by Laws and Regu�ations. F. Contractar shall be soleiy responsible for schedulirxg and coordinating the Work of Subcaniractors, Suppliers, and other individua.ls or e��ities perfornvng or furnish�ng any of the'�orkunder a direct or indirect contract with Contractor. G. All Subcontractors, Supplisrs, and such ather individuals or entities perfornling or fiunishing any of the Work shall communic�te with City through Conlractor. H. All Woxk performed for Contractor by a Subcantractor or Supplier will be puesuant to an appropriate agreement be�rveen Contractor and the Subcontractar ar Supplier which specif'ically binds the Subcontractor or 5upplier to the applicable texms and condirions of tk�e Contract Documents for the benef�t of City. 6.07 Wage Rates A. Duty ta pay Prevailing Wage Rates. Tb� Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment af not less than the rates determined by ihe City Counc�l of the City of Fort Worth ta be the prevailing wage rates in accordance with Chapter 2258. 5uch prevailing wage rates are included in these Gantract Documents. B. Penalty far Violation. A Cantractar or any Subconiractor who does nat pay the prevailing wage shall, upon demand made by the Cily, pay to the City $60 for each worker emplayed for each calenda.r day or part of the day that t1�e worker is paid less ihan the pre�ailing wage r�.tes stipulate d in these contract documents. Th�s pet�alty shall be retained by the City to affsat its adtbinistrative costs, pursuant to Tex�s Government Code 2258.023. C. C�r�tplaints af Violation� and Ciiy Deterrnination of Gooc� Ca�r�se. �n receipfi of information, including a cornplaint by a worker, concerning an alleged �iolation of 2258.Q23, Texas Gavernment Code, by a Contxactar ar Subcontractar, the City shall make an initial deternvnatifln, before the 31st day af�er the date tlie City receives the information, as to whether good cause ex�sts to believe that the violation occurred. The City shall notify in writing the Contractor or �ubcontractor and any affected worker of its irutial deternvnation. Upon the City's determinatian tha# there is gaod cause to believe the Coniractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant ar claimants as the difference betweenwage5 paid and wages due under the prevailing wage rates, such amouats being subtracted from successive progress payments pending a�nal determination of the violation. CITY CfF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DdCUIvICN'1'S Revision: 823CIA21 ao7z oa- i G�NERAL COND1T10N S Page 26 of 63 D. Arbit�ation �equired if Vialation NotResodved. An i�sue relating to an alleged viala.tion of Sectian 225$A23, Texas Governrnent Code, including a penalty owed to the City or an aifectedworker, shall be submitted ta hinding arbitration m accorcia.nce with the Texa.s General Arbitration Aci (Article 224 et seq., Revised Sta.tutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreementbe�ore the 15th day after the ciate the City makes its initiai determination pursuant to Paragraph C above. If the persons required to arbit�'ate under this section do not agree on an arbi�t'ator before the 11th da.y after the date that arbitration is required, a district court shall appoi�t an arbitratar on the petition of any of tl�e persons. The CiLy is not a pariy in the arbitration. The decision and award of the arbitraior is final and �inding on all paarkies and may be enforced in any court of compet�nt jurisdic�ian. E. Reco�d,� to be Maintained. 'I'Y�e Contractor and each Subcontractor shall, for a period of three (3) years following the date af acceptance of the work, ma.intain records that show (i) the �ame and accupation ai eachworker �mployed by the Con.tractor in the construction of the Work provided for in this Conix'act; and (u} the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for mspection by the City. The provisions of Paragraph 6.23, Right to Audi�, shall pertam to thjs inspection. F. Progress Payments. With each progress payment or payroll period, whichever �s less, the Contracfor shall submit an affida�vit stating that the Cont,tactor has complied with the requirements of Chapt�r 2258, Texas Government Cade. G. Posting of Wage Rcrtes. The Contractor shall post prevai�ing wage �ates in a canspicuous place at a11 times. H. Subcont�-actor Comp�ia�ace. The Contractar shall it�clude in its subcant;racts andlar shall otherwise require all of its �.ibcontractors to comply wit�i Paragaphs A through G above. 6,08 PatentFees anc�Royalties A. Contractar shall pay all license fees and royalties and assume all costs incident to the use in the perfarmance of the Work or �� incorporation in the Wark af any invention, design, process, product, or device which is the subject of patent righis ar copyrights held by others. If a particular invention, desig��, process, product, or device is spec�ed in the Contract Documents foruse in th� performance of the Work and if, to the actual knowledge of City, its use is subjec� to patent rights or copyrights calling for the payment of any license fee or royalty �a others, the e�sience of such rights sha.11 be disclosed by City in the Contract Documents. Faiha�'e of the City to di�close such infarmation daes not relieve the Con�ractor from its ab}igations to pay for the use of said fees or royalties io others. B. To the fullest exteni pe�mitted by Laws ana' Regulatians, Cont�actor sdtall inclernr�� and hold harmless City, fx'om and againsta2l claims, co�ts, lasses, arrd damages (including but nai limited to all fees and cha�-ges of engineers, architects, attor�neys, andotherpr-ofessionals and all cou�t or arbit�ation or othe� dispute resolution costs) arising out of o� relating to any in, f'�angemerat of patent rxghts ar copyrighi� incadent to the u�re in theperfo�mance ofthe Work or resultingfrom C�'I"Y OF FORT WORTH STA�DARDCONSTRUCT[ON 3PECfFICATION DOCUME�'I'S Revision: W�I U0720D-1 GENERAL COND I71QN 5 Page 27 of 63 the incarporation in the Work af any invention, design, process, product, or device not specified in the ContractDocuments. 6.09 Perrraits and Ufilities A. Contf-actor obtained pe�mits and licenses. Contractor sl�all obtain and pay for all construction permits and 3icenses except those pro�ided for in tYie Supplementary Condi�ions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor sha1l pay all governmental charges and inspeetion f�es necessary far the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as spaci�ed ir� 6.09.B. City shall pay aII cl�arges of utility owners far connectians far pro�iding permanent service to the Work. B. City obtaanedperrraats cand licenses. Ciry will obtain andpay for all permits and licenses as provided for in the Supplementary Conditzons or Cnntract Documents. It w�71 be the Contractox's respons��ility to carry out tt�e provisions of the permit. If the Contractor initiates changes �o the Contract and the City appraves �he changes, the Contractor is responsble for obtaining clearances and coordinating with the appropriate regu�a.tory agency. Tl�e City will not reimlaurse the Contractor for any cost associated with these requirements of any City acqu�ed permit. The follawing are permits the City will obtain if required: 1. Texas Departrnent of Transportation Pern�its 2. U.S. Army Corps of Engmeers Permits 3. Texas Corrulaission on Environmental Quality Pertnits 4. Railroad Company Permits C. Outstanding permits and licens�es. The City anticipates acquisitian of and/or aecess to permits and licenses. Any outstanding pernuts and lic�nses are anticipated to be aeqt�ired in accordance with the schedule set forth in the Supplementary Conditians. The Project Schedule subrr�itted by the Contractorin accordance wiCh the Contract Documents must cansider any autstanding permits and licenses. 6.10 Laws and Regulations A. Contractor sha.11 give all notices required by and shaA comply with all Laws and Regulation� applicable to the performance af the Work, Except where otherwise expressly required by applicable Laws and ReguIations, the Gity shall not be responsi�ble for monitaring Cfln�'actor's compliance with any Laws or RegulatiQns. B. If Contractor performs any Work lrnowing or having reason to know that it is contrary to Laws or Regulaiions, Cantractor shall bear all claims, costs, losses, and damages (including but not limite d to all fees and charges of engineers, architects, attorneys, and other professionals and all CPI'Y QF FORT WORTH STAND.ARDCONSTRIICTiON SPECiFICAT14iJ DpCl�MBNTS Revision: �1 oo�aoo-i GENERALCOND ITION S Page 28 of 63 caiut or arbitration or other drspute resolution costs) arising out of or relating to such V�7ork. However, it shall not be Contractor's respansibility to make certain that tha Specifieations and Drawings are in accordance with Laws and Regu�.tians, but this shall not relieve Contractor of Contractor's obligations �ander Paragraph 3.02,. C. Changes in Laws ar Regulations nc�t known at the time af openirig of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustmenfi �n Contract Price ar Contraet Time. 5.11 Taxes A. �n a contract awarded by the City, an organiza�ian which qual�ies for exemp#ion pursuant to Texas Tax Code, Subchapter H, Sections 1 S 1.301-335 {as amended), the Contractor may purcha.se, rent or lease all rnaterials, supplies and equipment used ar consumed in the perfarmanee of this conf�act by issuing to his supplier an exem�tion certificate in �ieu of the tax, said exemption certifcate to comply with �tate Comptroller's Ruling .007. Any such exemption certificate �ssued to the Contractor in lieu of the tax sksall be subject to and shall comply with the provision of State Camptroller's Ruling .011, and any oiher applicable rulings pertaining to the Te�s Tax Cade, Subchapter H. B. Texas Tax permits and inforrnat�on rnay be obta.ined from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station At�stin, TX 78711; or 2. ��lw�� .wlndovr.5ta�r,.t� ;.�sita,:ulf�r�a ct.,�u�� "a3�fu��n .html 6.12 Use af Site and Othe�Areas A. Limiiation on Use of Site a�rd OtheNAreas: 1. Cantractor sha1l confine construction equipment, the storage af ma.terials and equipment, and the operaiions of workers to the Sit� and o�her areas perrnit�ed by Laws and Regulations, and shall not unreasonably encumber the Si�e and other areas wi�h construction equipment or other materials or equipment. Contractor s�all assume full responsrbility for any damage to any such land or area, ar ta the owner or oecupant thereaf, or of any ad,�acent land or areas rasulimg frorn the performance of the Wor�C. 2. At any time when, in ih� judgment of the City, the Contraetor has obsir�.tcted or closed or i� carrying on operations in a portion of a street, right-of-way, or easement greater tha� i� necessary for proper execufion of the Wor1c, the City ma.y requite the Contractor to finish the s�ction on which operations are in progress before work is cammenced on any additional ar�a of the 5ite. CITY QF FORT WORTH STAA[DARDCONSTRUCTlON SP�CIP{CATION DOCLTMENTS Revision: 8/�3tZ021 00720q-1 GENERALQDNDI710N 5 Page 29 af 63 Should any Dama.ge Claim be rnade by any such owner or occupant because of �he perforn�ance of the Work, Contractor shall prornptly attempt to resolve the Damage Claim. 4, Pursuantto Paragraph 6.2I, Contractorshall indemnifyarad hold har�rraless City, fr�orn and against all claisns, casts, losses, and damages arising out of'ar relating to any claim or action, legal or equitable, brought by any such owraer or� occupani agai�ast City. B. Removal of Debris During Pex�f'armance af the Wo�k: During the progress of the Work Coniractor shall keep the Site and other areas free from accumulatians of waste materials, rubbish, and other debris. Removal and disposal of such waste materia.ls, rubbish, and other debris shall conform to applicable Laws and Regula.tions. C. Site Maintenance Clecr�aing: 2�4 haurs aft�r written notice au� given to the Contraotor that th� clean-up an the job site �s proceeding in a manner unsatisfactary to the City, if the Contractor fails to correct the unsatisfactory pracedure, the City m�y take such direct action as the City deems appropriat� io corract the clean up deficiencies cited to the Contractor in the writ�en notice (by letter or electroni� cominunicat�an), and the costs of such direct action, plus 2� % af sucb costs, shall be deducted from the monies due or to beco�ne due to the Contrac�ar. D. Final Sate CZeaning: Priar to Final Acceptance of the Work Contractor s}�all clean the Site and tke Work and ma.ke it �eady for utilization by City or adjacent property owner. At the campl�tion of �he Work Contractor shall remove from xhe Site all tools, appliances, construction equipment and machinery, and surplus materials and sl�a.11 res�ore ta original condition ar better a1I property disturbed by the Work. E. Loadang St�uctures: Contractor shall not laad nor permit ar�y part of any 5tructure to be loaded in any manner that will endanger the structure, nor shall �ontractor subject any part of the Wark or adjacent property to stresses or pressux'es that will endanger it. 6.13 �eeard Docur�reni.r A. Contractor sha�l maintain in a safe place at the Site or in a place designated by the Cont�actar and approved by �1ie City, one (1) record eopy of all Drawings, Spec�cations, �lddenda, Change Orders, Field Orders, and written int�rpretations and clarifcations in good order and annatated to show changes made during cons�ruction. Thesa record document� together with a11 approved Samples and a counterpart of all accepted Submittals will be avai.lable to City for referenoe. Up� compl�tion of the �ork, these record documents, any operation and n�aintenance manuals, and Submittals �rill be delivered to City prior ta Final Inspectian. Contractar shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Cotttractor shall be salely responsible for initiatirig, maintaining and supervising all safety precautians and progratn� in connection witli the Work. Such responsibility does not r�l�eve Subcontractors of their responsb�ity for the safety of persons or property in the performance of their work, nor for cornpl�ance with applicable �afety Laws and Regulations. Cantractor shali CITY OF �DRT WORTH STA3VDARDCONSTRUCT[�N 5P8CIFICAT[ON DQCiJNi�i@'I'S Revision: 8232021 0072QO-1 GENERALQON�ITION 5 Page 30 af 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injwy ar loss to: 1. alI persons an the Site or who may be affected by the Woxk; 2, all the Worlc and materials and equipmeni to tze incarporated therein, whe�lier in storage on or off tbe Site; and other property at the Site or adjacent thereto, including trees, shrubs, lawnis, walks, pavemeni�, roadways, st�t�ctures, uti7ities, and Undergrflund Fac�ities not design�ted far removal, relocation, or replacement in the conrse of consYruction. B. Cantractor shall comply with all ap�licable Laws and Regulations relating to the safery af persons or property, or to the pratection of persons or properry from dama.ge, mjury, or loss; and shall ereet and maintam au necessary safeguards for s�ch safety and protection. Contractor shall notify owners of adjacent properry and of Underground Facilities and other utility owners when prosecution of the �ork may aff�ct them, and shall cooperate with them in the protection, removal, re�ocation, and replacement of their property. C. Contractor shall comply with the applicab�e requirements of City's safety prograins, if ar�y. D. Cantractor shali inforrn City of the specific requirements af Contractor's safery program, if any, with which City's emialoyees and representatives must comply while at the Site. E. All damage, inj�.uy, or lass tQ any properiy re�erred to in Paragrraph C.1�.A.2 or 6.14.A.3 caused, dir�ctiy or indirectly, in whol� or in part, by Cantraetor, any Subcontractor, Supplier, or any other ittdividual or entity directly or indirectly empl.oy�d by an:y af them to perform any of ihe Wark, ar anyone for whose acts any of them may be liable, shall be remedied by Coniractor. F. Contractor's duties and resparasibi7ities for safety and for protect�an of the Work sha11 cnntinue utltil such time as aU the �Vork �s completed and City has accepted the Work. 6.15 Safety Rep�esentattve Contractor shall inform City � writing of Contractar's designated safety representative at the Site. 6.16 Hazard Comr�tniccrtionProgr°ams Contractar shall be respons�le �or coardinating any exchange of material safety clata sheets or other hazard cornmunicatian inforn�ation required to be made available to or exchanged betw�en or among employers in accorc}ance with Laws or Regu�ations. 6.17 Emergencies and/aN Rect f cation A. Tn emergencies affecting the safety or pratection of persons or tl�e Wark or prop�rty at the Site or adjacent thereto, Contractar i� obligated to act to prevent threatened damage, injury, ar loss. Conl�actor shall give City prot�pt writt�n notice if Contractar believes that any signif'icant C1TY OF FORT WORTri STANDARDCONSTRUCTION SPEGlPICATIDM DOCLTMEI�ITS Revision; 82312D21 007200-1 GENERAL GONDITION 5 Page 31 of 63 cha.nges in the Work or variatians from the Cont�act Document� have been caused thereby or are required as a result thereof. If Ciry determ�es that a chang� in the Contract Dact�ment� is required because af the action faken by Cannactor in response to such an emergency, a Cl�ange Order may be issued B. Should the Contractor fail to respond ta a request from the Ciry to rectify any d'tscrepancies, orr�issiQns, or correction necessary to canform with the requiretnenis of the Contract Doctunents, the Ciiy shall give the Contractor written notice that such work or changes are to be performed. The writ�en notice shall direct attention to the di�crepant condition and request the Contractor to take remedial ac�ion to correct the coz�dition. In the event the Contractor does not take positive steps to fulfill this written request, or does not shaw ju�t cause for not taking the proper actioa, witivn 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amautrt equal to the entire costs for such remedial action, plus 25%, from any iunds due or become due the Contractar on the Project. 6.18 SubmiEtals A. Contz�actor shall submit required SubmrttaL� to Gity for review and acceptance in accordance with the accepted Schedule o� Subrnittals {as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Subrnit number of copies specif'ied in the General Requi�'emenis. 2. Data shown on t�e Submittals wi11 be complete �+ith respectto quantities, dimensions, specif'�ed perFormance and design eriteria, materials, and sinnilar daia to show City the serviees, mater�als, and equipment Contractor proposes to pro�vide and to �na.ble Ciry io review the informaiion for the limited purpases requit'ed by Paragraph 6.18.C. 3. Submittals su�mitted as herein pravided by Contractor and review�d by City for conformance with the design concept shall be executed in conformity with the Conixact Dacuments unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review 5hall not excuse Contractor from requit'ements shown on the Drawings and Specifications. S. For-Information-0nly submittals upon which the City is not expected to conduct review or take responsive actian may be so identi�'ied in the Cantract Docwnenis. 6. Subrnit required number nf Samples specified in the Specifications. 7. Clearly ideniify each Sample as to material, Suppliex, p�rtinent data such as catalog nun�bers, the use for which �tended and other da.ta as City ma.y require ta enable City to review the subi�ittal for the limited purposes required by Paragraph 6.18.C. CTPY OF FORT WORTH ST�1NI?AAUC�NSTRUCTION SPBC[F[CATION D�CUMENTS Revisinn: f�1,'�f�[1Q1 DO7200-1 GEIVERAL CAN� ITION S Page 32 of 63 B. Where a Suhmittal is required by the Contract Documents or the Schedule of Submitt�ls, any rela.ted Work performed priar to City's review and acceptanee of the pertinent submittal will be at the sole e�ense and respansibiiity of Contractor. C. City's Review: 1. City will provide timely re�iew of required Submittals in accardance with ihe Schedule of Submittal� acceptable to City. City's r�view and acceptance will be only Co deter�nine if the items covered by the submitta]s will, after installation or �corporation in the Work, canform to the information given in the GontractDocuments andbe compat�bie with the de�ign cancept of tihe completed Praject as a funcfiioning whole as indicated by the Contract Docurnents. 2, City's review and acceptance will not extend to means, methodsy �P,.C�1Tl1{�U05s sequences, or procedures of construction (except where a particular means, methad, technique, sequenee, or pracedure of canstruction is specifcally and expr�ssly called for by the Contract Documents) or to safetyprecautior�s or programs incident thereto. The review and acceptar�ce of a separaie item as such will not iridicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Conlxactor from responsi`bility for any variation from the requirements of tl�e Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance oi each such variation by specifc wri�ten natation thereof incorparated in or accompanying the Subrnittal City's revievv and acceptance shall not re]ieve Contractor frorn responsbiliry for complying with the requirernents of the Contract Documents. 6.19 Contanuingthe Work Except as a�herwise provided, Contractor shall carry on the Work and adhere io the Project Schedule durin� all disputes or disagreements with City, No Work shall be delayed or pastponed pending resolution of any disputes ar clisagreernents, except as Ciry ar�d Contractor ina� otherwise agree in writing. � 6.20 Contractor� s General Warranty cand Guarantee A. Contractar warrants and guarantees to City that all Work wil� be in accordance wi�li th� Contract Documents and will not be defective. City and its �fficers, directars, rnernbers, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation oi Contractnr's warranty and guarantee. B. Conbractor's warranty and guarantee hereunder excludes defects ar damage caused by: J, abuse, rnodificatian, ar irnpro}�ex maintenance or operation by persons other than Contracior, Subcontractors, Suppliers, or any other iadi�vidual or entity foar whom Conl�actor is respansxble; or C1TY O�' FORT VJaRTFI STANDARDCflNSTRUCT[QN 5PiC1FICATION DOC[�MENT5 Reviseon: 8/131ZD21 407200-1 GENER4LGON�ITION S Pagc 33 of b3 2. normal wear and tear under normal usage. C. Contractor's obl�gatian to perform and complete the Work in accorda.nce wikh the Contract Documents sha.11 be a�asolute. Norae of the fo�iawing wil1 eonstitute an acceptance of Work that �s not in accordance wzth the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Cc�ntract Documents: 1. observat�ons by City; 2, recommendation or payment by City of any progress or fsnal payrnent; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by Ciry; 4. use ar occupancy of the Wark or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, t�st, or approval by others; or 7, any correcti�n of defec�ive Work by City. D. The Contractor shall remedy any defects or damages in �he Work and pay for any damage to other work or property resulting �kierefrom whi�h shall appear within a period of two (2) years from the date of F�al Acceptance of the Work unless a langer period is specified and shall furnish a good and sufficient maintenance band, camplying with the requirements of Article 5.02.B. The Ciry w�ll give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Can�ractur covenants and agrees to indemn�ify, hold harmless and defend, at its own expense, the City, iis o�eers, servanfs and employees, from and against any and all clair�s aris�ing out o� or alleged to arise out of, the warl� and services to be performed by the Contractor, its o�cers, agents, employees, suhca�tractors, licenses or invi�ees under this Contract. IS IITT ��.r•r.. 1 l\TT T"f� z+�T?r+r+m7� r� r,`rn,t,�T YF TT iS A�C�I_�F.CED O PRO .N T__HAT AT,L a �rn _ e s .> >.a . " : ■ ■.z. ■ ■ � a� - _ n, "?? SQME OF THF� DAM .R , CAUSI+.D._IN WHOLE OR iN ��Dm BY ANY ACT. [)MISSION OR NFGT.TG NC�[1_F THE_ CTTV. This indemnity provisionis intendedto include, withaut limitatian, indemnuity for costs, expensesand legal f�es i�curred by the City �in defending a�ainst such claims and causes ofactions. B. Contrac#orcovenants andagrees ta indemnify�nd hojd harmless, atits own expense, the City, its office rs, servants and employee�, from and against any and all los s, damage or destruction of property of the City, arising out ofy or alleged to arise out o� the work and services ta � performed by the Contractor, its officers, agents, employees, subcontractars, licensees or invitees under t�is Contract. TAr� r�vnFivrNiFirATTON PROYISTON IS C1TY OF FORT WQRTH STANDARDCQNSTRUCTIQN SPECIF{CATION DOCLTMENi'S Revision: g/13/1021 00 72 ao - i GENERAL GONDITION S Page 34 af 63 ` �--- \ �Ll _ 1 !_ �' _ ":_ _ :_\II :_ --11 --- �- � - �—` � � • � . = - - � '- 1 ►1__ 1 _. _ 1 ��_I__- -- : _ ► 1 l;.Il, _._ ._� 1_ r .-- y ' : i I► 1.1 1' � _'� : ; _� -- �_1/_ _ i 1_: �/ � - � - ► \ —� i _ 6.22 Dedegation of Prafessional Design Se�vices A. Contractor will nat be required ta provide professional d�sign services unless such services are specifically required by the ContractDocuments for a portion of the Work or uriless such sezvices are required to carty out Contraetor's respans�ilities for construction means, me�liods, techniques, sequences and pracedures. B. If professional desi� services or certifications by a design professional related to systems, materials or equipment are specif'icalty required of Contractor hy the Con.�tract Documents, City will specify all perfnrmance and design criteria that sueh services must satrsfy. Contractor sha11 cause such services or certifications to be provided by a properly licensed professional, wi�ose signature and seal shall appear on a�l drawings, cal�ulations, specifications, certifications, and Submittals preparedby su�h professional. Submittals related to Yhe Work designed or certified by such professional, if prepared by others, shaIl bear such prnfessionaPs written approval when submitted to City. C. Ciry shall be entitled to rely upon the adequacy, accuracy and completeness a� the services, certifications or approvals performed by sucl� design professionals, provided City has specifed to Contractor performance and design criteria �hat such ser�vices must satisfy. D. Pursuantto this Paragraph 6.22, City's review and acceptance af design cal�ulaiions and design drawings w�i be only for ihe lirnited purpose of cheelcing for conformance with performance and design criteria given and the design concept expressed in the Cantraci Documents. City's review and acceptance af Submittal� (except design calcu�tions and design drawings) will he only for the purpose stated �n Paragaph 6.18.C. 6.23 Right ta Audit A. The Contractor agrees that the City shall, unt�l the expiration of three (3) years after final payment �mder this Con�ract, have access to and the right to exarnine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contraet. Gantractor ag�-ees that the City sl�all ha.ve access during Regular Working Hours to all necessary Contractor facilitie� and shall be provided adequate and appropriate work space in order to conduct audits in complia.nce with the prov�sions of this Paragraph. Tbe City shall gi�+e Gontractor reasanabl� advance notice of intended audits. B. Conl�actor further agrees to iuclude i� all its subcontracts hereunder a provi,sion to the effect that the subcontrac�or agrees that the City shall, until th� expira�.on of three (3) years after final payment under this Contract, ha.ve access to and the right to examine and pkotoeopy any directly pert�nent books, documents, papers, and records o� such Subcontractor, involving transackions to tbe subcontract, and further, that City shali have access during Regular Working Haurs to all CITY OF FOR'P WORTii STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8I23I2021 ao�zao-� �E�v�Ratca�nirioN s Page 35 of €3 Subcontractor fac'�lities, and shau be provided adequate and appropriate work space in orde:r to canduct audits in complian.ce with the provisions of this Paragraph. The City 5hall give Subeantractor reasanable advance notice of intended audits. C. Contractor and Subcontractor agreeto photocapy suchdocuments as may be requestedby the City. The City agrees to reirnburse Cant�actor for the cost of the eopies as follows at the rate published in the Texas Administrative Gode in effect as of the time copying is pez'formed. 6.24 Nondiscr^iminatian A. Th� City is respons�le for aperating Public Transportation Programs and implementing transit related prajects, which are funded in part with Federal financia.I assistance awarded by the U. �. Department of Transportation and the Federal Transit Administration (FTA), withvut ciiscriminating against any person in fihe United States on the basis af race, co�r, or national origin. B. Title VI, Civil Rights Aci of 1964 as amended.' Con�ractor shall comply with the requirements of the Act and the Regulations as further de�'ined in the Supplementary Conciitions far any project receiving Federal assisiance. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Redated Worl� at Site A. City may perform other work re]ated ta the Project at the Site with City's employees, or other City contractors, or through other direct con�racts therefor, or hava other work performed by utility owners. If such other work is n�t noted in the Contract Documents, then written notice thereof will be given tn Contractor prior to starting any such other work; and B. Gontractar shall afford each ather contractor wha is a party to such a direct contract, each utility own�r, and City, if City is perfarming oth�r work with Ciry's employees or other City cantractors, paroper and safe access to the Site, provide areasonable appc�rtunity for tne intraduction and storage of materials and equipment and the execution aF such other warlc, and properly coordinate the Work with thei�s. Cantractor shall do all cutt�g, fitting, and patching of tlze Work that may be required to properly connect or otherwise make its several parts eome together and praperly integrate with suc� other wark. Cantractor sl�all not endanger any work af others by cuttin.g, exca�atmg, or otherwise altering such work; provided, hawever, that Contractor may cu� or alter athers' wnrk �vitY� the written consent of City and th� others whose work v�ill be affected. C. Tf the proper execution or results af any part of Contiractor's Wark depends upon work performed by others under this Article 7, Contractor shall inspect such other work and pramptly report to City in writ�g any delays, defec�s, or d.eficiencies in such other work that render it ur�available or unsuitable for the praper execution and results af Cantractar's Work. Contractor's failure to so report wil� constitute an acceptance af such o�her work as fit and proper for integration with Caniractor's Work except for latent defects in the work pro�vided by others. C1TY OF FORT WORTH STANPARDCONSTRUCTI�N SPECIFICATIpN DOCUIVfEI�i7'5 Revisivn: �7I3f2021 oa�2oa-� GENERAL COND ITION 5 Yage 3b. of 6.3 7.p2 Coordination A. If Ciry intends to contract with others for the pex�armance of atl��r work on the Project at the Site, the fo�lowing will �e set forth m Supplernentary Conditions: 1. the individual or entity w1�o wsl! haue authority and resp�nsi�ility for coordination of the activities among the various contractors w�l be identified; 2, the specific n�atters to be covered by such authority and respons�ility will be itemized; and 3. the extent of such authority and responsibili�ies will be provided. B. Unless otherwise pro�ided in the Supplementary Conciitioris, City shall have authority for such coordir�aiion. ARTICLE � — CITY'S RE5PONSIBILITIES 8.01 Communications to Contracto� �xcept as oth�rwise provided in the Supplementary Conditions, City shal� issue all comtnunications to Contractor. $.02 Fi�rnish Data City shall timely furnish the data requ�ed under the Contraet Dacuments. 8.03 Pay When Due City sha.11 make payments ta Contractor in accorda.nce wiih Article 14. 8.04 Lands and Easements; Reparts and Tests City's duties with respect to providi�g ]a.nds and easetnents and pro�+icling engineering surveys to establish reference points ar� set foarth in Paragrapbs 4.01 and �4.a5. Paragraph 4.02 refers to City's identifying and maldng availabl� to Cantractor capies of reports of axploranons and tesfs o� subsut�ac� conditiotas and drawings of physical condition� relating to e�ting surface ar subsurface structure� at or contiguaus to the Si�e that have be�n utilized by City in preparing the Contraci Dacuments. 8.05 Change O�ders City shall executa Change Orders in accordance wixh Paragraph 10.03. 8.06 Inspectiarrs, Tesis, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set farth in Paragraph 13.03. C1TY OF FORT WOR7'f� STANDARPCON5TRUCTION SPECIF[CATION DOCUNIENTS Revision: 8I23f2021 oo�zoa- � GENERAL CANDITIQN S Page 37 of G3 8.07 Limitations on Ciiy's Respo�rsibilities A, T�ie City shall not supervise, direci, or have confral or autharity over, nor be responsib�e for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, ar for any failure af Contractor to comply wi�h Law� and Regulations applicable to the performance of the Work City will not be respons�le for Contractor's fai�ure to perform tl�e �1Vork in accordance with the Contract Doc�,unents. B. Ciry wili notify the Contractor of applicab�e safety plans pursuant to Paragraph 6.14. 8.08 Zlndisclosed Hazardous E�tvironmental Cond#taon City's responsi�ijity with respect to an und�sclosed Hazardous Environtnen�al Condi�ion i� set forth in Paragraph 4.0G. 8.09 Co�li�nce with SafetyProgram While at the Site, City's �mployees and representatives sha11 camply wiih the specific appli�able requirements of Con�'actor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 Ciiy s ProjectManager Ciry will provide one ar mare Project Managez'(s) during the construction period. The duties and responsibili�ies and tke limitations of authority of City's Project Manager during construetion are set f rth in the Gontract Dacuments The Ciry's Pro�ect Manager for this Cantract is identified in the o • Supplementary Conclitioans. 9.02 visits to �S'ite A. City's Project Manager will make visits to the 5ite at interval� appropriate to tlie various stages of con�truction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Cantractor's executed Worl�, �3ased on iniarmation obtained during such visits and observa�ions, City's Praject Manager will detertnine, in general, if the Wark is proceeding in accardance with the Contract Dacumenis. City's Project Manager will not �e required to make e�austive ar continuous inspections on the Site to check the quality or quantity of the Work. City's Pro�ect Manager's afforts wi11 be directed taward provid�ng City a greater degree af confidence that the completed Work will conform generally to the Contract Docurnents. B. City's Praject Manager's visits ar�d observations are subject to all th� litnitations on authority and respons�ility in tlie Contract Docutnents including those set forth in Paragraph 8.07. CTI'Y OF FORT WORTH STAIwIDARDCONSTR[]CT[OM 5PECIFIGATION DOCUMENTS Revision: W?312b21 oa�2oo-� GENERAL CON� ITION S Page 38 of G3 9.03 Authori,zed Yariations in Work City's Pro�ect Manager may awthorize minor variations in the Work fram the requirements of the Contra�t Documents which do nat involve an adjustment in the Contract Price or the Cantract Time a�d are compai�ble with tha design concepi af the completed Project as a functioning whole as indicated by the Con�ract Docuxnents. These may t� accomplished by a Field Order and vvill be binding on City and aL�o on Contractor, who shall perform the Work involved prornptly. 9.04 Rej ecting Defective Warl� City wiIl have authority to reject Work which City's Project Manager believes to be defective, or wil] not praduce a eompleted Project that conforms to the Contract Dacumen�s or that will prejudica the �tegrity of the desigu concept of t�ie completed Praject as a fianetioning whote as mdicated by the Contract Dflcuments. Giry will have authority to conduct special inspection ar testing oi the Wark as prot�ided iri Artiele 13, whether or not the Worl� is fabricated, installed, or campleteci. 9.05 Deterrrainationsf'orWo�kPerformed Goniractor w�l d�termine the actual qua.ntities and classi�ications a� Work per%rmed. City's Pro3ect Manager will reviet� with Con�ractar the prelimina.iy determinations on such mattiers befare rendering a written recommendation. City's written decision will L�e final (except as modi�ed to reflect changed facti.ial coriditions ar mare accuzate data}. 9.06 Decisians onReq�air�ements af ContractDacur�aents andAcceptabalaty of Work A. City will be the initial interpreter oi the requirernents of the Cont�act Documents and judge of the acceptab�ity of the Work thereunder. B. City will render a written decision on any issue refericed. C. City's written decision on �he issue referredwill be final and hinding on the Contrac�or, subject to th� provisio� of Parag�raph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.�] Authorized Chatages in the Work A. Without invalidating the Contract and without not�ce to any surety, City m,ay, at any time or from time to time, order Extra Wark. Upon notice of s�ch Extra Work, Con�ractor shaIl promptly proceed with the Work �volved vwhich will be perfortnad under the applicable conditions of the Contraet Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may ar may not precede an order of Extra work. B. For minor changes of Work not requiring changes ta Contract Tirne or Contxact Price, a Field Order may be i�sued by the City. CPl'Y OF FORT WORTH STANDAADCQNSTRUCTIflN SPECIFICA7'ID1� DOCLTMEi�lTS Revision; 8rL3i�D21 007200-1 GE�IERAL CONDITION 5 Page 39 of 63 10.02 Unautho�ized Changes in the Wo�l� Contractor shall nat be entitled to an increase in the Contract Price or an extension of the Contract Tune w�h respect to any work performed thai i� not required by the Contract Documents as amended,. moclif'�ecl, or supplemented as provided in Paragraph 3.(?4, except in the case of an emergency' as provided in Paxagraph 6.17. 10.03 Execution ofChange Orders A. City and Contractor shall execute appropria:te Change Orders cov�ring: 1. change� in th� Work which are; {i} orderedby City pursuant to Paragraph 10.O1.A, (ri) required because of acceptance of defective Work under Paaragraph 13.Q8 ar Ciry's correction of defective VLWork under Paragraph I3.09, or (iii) agreed to by �he parties; 2. changes in tke Cantract Price or Contract Time which are agreed to by the parties, iricluding any undisputed sum or arnaunt of time for Work actualiy performed. 10A4 Ext�a Worl� A. Sl�nuld a difference arise as to wha.t does ar does not constitute Extra Work, or as to the payrr�ent tk►ereaf, and the Cfiy insists upan its performance, the Contractor sha.11 proceed with the work after malc�ng written request for written orders and shall keep aecurate accaunt of the actua.l reasonable cost thereof. Contract Claims regardmg Extra Work shall be rr�ade pursuant to Paragraph 10,06. B. The Contraetor shall furnish the Ciry such installation recards of a�l dev�atioans from the original Contract Documents as may be necessaryto enable the City to prepare for permanenfi record a eorrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or nat irutiated by a Change Order shall be a full, complete and final payment for all costs Contractor incur� as a resul� or relating to the ehange or Extra Work, whether said costs are knawn, unknown, foreseen or unforeseen at that time, inchidittg without lirnitarion, any costs for delay, extended overhead, ripple or impact cost, or any other eff�et on changed or unehanged work as a resu�i of the change or Exira Work. 10.05 Natification ta S��ety If the provi,sions of any bond require notice to be given to a surety of any change affecting tbe general scope of the Work or the provisions of the Contract Documents (ineluding, but not limited to, Contract Priee or Cantract Time), the giving of any such notice will be Con�'actar's responsibiiity. The amaunt of each applica6le bond will be adjusted by the Cantractor to re£�ect the effect of any such changa. GI'1'Y OF FORT WORTH 5TA1V17ARDCQNSTRUCTION SP�CIPiCAT19N DOCUMENTS Revision;�202i QQ7200-1 GENERAL CONflIT14N S Page 40 of 63 10.06 Contract Claims Proce�s A. City's Decision Requi�-ed: All Contract Clauvs, except those waived p�xrsuant to Paragraph 14.09, sha�l be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherw�se have under the Contract Docutnents or by Laws and Regula�ians in respect of su�h Contract Claims. B. Notfce: 1. Written notice sta,ting the general nature of each Contract C�im shaU. be delivered by the Contracior to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Can�ract Clairn shall rest with the party making the Contract Claim. 2. Notice of the amount or extent af the Contract Claim, with suppor�ing da.ta shall be delivere d to the City on or before 45 days from the start of the event giving rise thereto (unless ihe City allows additional time for Contractor to submii additional or more accurate data in support of such Coniract Claim}. 3. A Contract Claitn for an adjustment in ContracY Price shaA be prepared in accordatzce with the provisions of Paragraph 12.01. 4. A Cantract Claim for an adjustment in Contract Time sl�all. be prepared in accordance wikh the provisions of Paragraph 12.02. 5. Each Coniract C�arm shall be accnrnpanied by Cantractor's written statement that the adjustm�nt clauned is the entire adjustment to which the Coniractar believes i� is entitled as a rasult af said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of fihe claimant's last �ubmittal (unless Contract allows additional time). C. City's Actiora: City will review each Contract Claim and, within 30 days after receipt of the ]ast submittal of the Con�ractor, if any, take one of the following actions in writing: 1. deny tl�e Contract Cla.im in whole or in part; 2. apprave ihe Con�ract Claim; or 3, natify the Contractor that the City is unable to resolve the Contraet Claim if, ir� the City's sole discretion, it w�uld be it�appropriate for the City �o do so. For purposes of further resolution of the Contract Claun, sueh notice shall be deemed a denial. Cl'I'Y OF FpR'1' WORTH STANDARDCONSTRUCTION SPECIFIGAT[01� DOCUMENTS Revisian: 8�12.1 DO7200-f GEiVERAL COND ITION S Page 41 of 63 D. City's written action under Paragraph 14.00.0 will be final and binding, �nless City or Contractor in�oke the dispute reso�ution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Clastn for an adjustrnent in Contr�ct Price or Contract Time wi11 be valid if not submitted 'm accordanc� with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UIVIT PRICE WORK; PLANS QUANTITY MEASURENIINT 11.U1 Costof the Wo�k A. Costs Included: The term Cost of the Work means tfie sum of all costs, exeept those excluded ita Paragra�h 11.01.B, necessar�y inCurred and paid by Cont�ractor in the proper performance of the Work. VVhen the value Qf any Work covered by a Change Order, the casts to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in tlze Work. Such costs sl�all not inclutle any of the costs iternized in Paragraph 11.O1.B, and shall include but not be linaited to the following items: 1. Payroll �osts far employees in the direct employ of Contractor in the perfortnance of the Work under schedules af job cja.ssif'ications agreed upon by City az�d Con�ractar. Such employees shall include, without limitation, �uperintendents, faremen, and other personnel ernployed fu�l time on the Wflrk. Payz'oli costs for employees not employed full tirx�e on the Work shall be apportianed on the basi� of their time spent on t�e VVork. Payroll cost� shall include; a. sa�aries with a 55% markup, ar b. salaries and vvages plus the cost ofc fringe bane�its, which shall include SDC]al 5�C11T1� contributions, unemplayment, excise, and payroll taxes, warkers' compensation, health �nd retirernent benefits, bonuses, sick leave, vacation and haliday pay applicable thereto. The expenses of perfornling Work outside of Regular Worlcing Hours, W�ekend Worl�ng Hours, or legal halidays, shall be included in the above to the extent authori�ed by City. 2. Cost of all materials and �quipxnent furnished. and incorporated in tlie Work, includ'mg costs of transporkation and storage thereof, and Suppliers' field services required in cannection �herewith. 3. Rentals of a1I construction equi�ment and rnachinery, and the parts th�reof whether rented from Contractor or oihers in acaordance vvith rental ageements approved by City, and �he costs of transportation, loading, tu�ioading, assembly, dismantling, and removal th�reof. All such costs shafl be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shali cease when the use thereof is no longer necessary for the Work. CITY OF FbRT WORTH STANI]]ARBCANSTRUCT[ON SPEClF1CAT10N DOCLTML�NTS Revisian: 8FZio'Z021 OD 72 U4 - l GEN�FtAI. CAN�ITI4N S Page 42 af 63 4. Paymen�s ma.de by Contractar to Subcontractars for Work performed by Subcontractors. If required by City, Cantractor shall obtain cornpetitive bids frorn subcanL-ractors acceptable ta City and Contractox and shall de�iv�r such hids to City, who w�l then determine, which bids, if any, will be acceptable. If any subcontract provides t1�a.t the Subcantractor i� ta be paid on the basi� af Cost of the Work plus a fee, the Subcon�ractor'� Cost of the Work and fee sb.all be determined in the same nnanner as Contractor's Cost of the Work and fee as provided in tivs Paragraph 11.01. 5. Casts af special COIl5U1�1I�5 (including but nat limited to engineers, architacts, testing �a.baratories, surveyors, attarneys, and accountants) employed for services specif'�cally related to the Work. 6. 5upplemental costs mcluding t�e �'ollowing: a. The proportion of necessary transportation, trav�l, and subsistence expenses af Cantractor's employees incurred in discharge of duties conne�ted with the Work. b. Cost, including transportation and maintenance, of aIl mat�ria]s, supplies, equiprnent, rnachinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the warkers, which are consumed 'm the performance of the Work, and cost, 1855 market value, of such items used but not consurned which rema�► the property of Contraetor. c. Sales, consumer, us�, and other si�u7ar taxes relat�d to the Work, and for which Contraetor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. D��051�5 lost for causes otl�er than negligence of Contractor, any Subcontractor, ar anyone directly or indirectly employed by any af them or for whose acts any of them may be liable, and raya.lty payments and fees for pem�its and licenses. e. Losses and damages (and related expenses) caused by damage ta the Work, not con�pensated by insurance or otherwise, susiained by Contractor in cannection with the performance of the Wark, provided such losses and darnages have resulted fram causes other than the negfigence of Contractor, any Subcontractor, or anyone directly or indirectly etnployed by any of them or far whose acts any of them rr�ay be liable. Suc�i losses shall include settlements made with the written consent and approval af City. No such losses, damages, and expenses shall be inc}uded irt the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanita.ry facilities at the Site. g. Minor expenses such as telegrarns, long distance telephone caUs, telephone and communication services at the Site, eapress and courier services, and si�nilar petty cash items in cannection with th� Work. CTTYOFFORT WORT7ri STANDARDCANSTRUGTION SP�CIFICATIQN DOCUIViEi�f`I'5 Revision: $r13C�(l2S DO7200-1 GENEF2ALOONDITIONS Page 43 of b3 h. The costs of pretniums for all boncis and insurance Cantractor is required by the Contract Dacuments to purchase and maintain. B. Costs Excluded: Tk�e term Cost of the Work shall not include any of the following items: PayroIl costs and other campen�aiion of ConiGractor's officers, executives, principals (of partnerships and sole proprietorship5), general ma.nagers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and eontracting agents, expediters, t�keepers, cl�rks, and other persor�ael �mployed hy Contractor, whether at the Site or in Contractor's principal or branch office far general administra�zon af the Work and not spec�ically inch�ded in the agre�d upon schedule of job classifications referred to in Paragraph 11.41.A.1 or spec�calFy cavered by Paragraph 1LO1.A.4, all of which are to be considered administratave costs covered by the Contractor's fee. 2. E�cpe�ses of Contractor's principal and branch af�ces other tha.n Cantractor's office at the Site. 3. Any part of Contractor's capital e�penses, inch�ciing inierest on Contractar's capita.l employed for the Wark and charges against Contractor for delinquent payments. 4. Costs due ta ihe negligence of Gontractor, any Subcontractor, or anyone dn'ectly or indirectly employed by any of them or for whose acts any of them may be liable, including but not lirnited ta, the correciion of defective Worl� disposal of materials ar equipment wrongly suppfied, and maldng good any darnage �o property. 5. Other o�v�rhead or general expense costs of any kincl. C. Contracta�'s Fee: When all the Work is performed on tihe basis of cost-plus, Cantractor's fee shall be determined as set forth in the Agreement. When the value of any Work cavered by a Change Ortler far an adjustment in Contract Price is determined on the basis of Cost of tl�e Work, Contractor's �ee shall be detarmined as s�t forth in Paragraph 12.O1.C. D. Documentaiian: Whene�er the Cast of the Work far any purpose is to be determined pursuant to Paragraphs 11.Q1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with gencrally accepied accounting practices and submit in a form acceptable ta City an itemized cast breakdawn together with supporting data. 11.02 Allowances A. SpecifiedAllowance: It � und�rstood iliat Contractor has included 'm the Contract Price all allowances sa named in the Contract Documents and shall cause the Work so covered ta be performed far such sums and by such persons or entiti�s as may be acceptable to City. B. P�e-bid Allowa�aces: 1. Contractor agrees that: GITY OF FORT ViWOIt'T'H STANAAZiDCONSTRUCTiON SPECIFICATiDN D�CilMEN'I'S Revision: R�13C1021 00 72 oa - i GENERAL CON�ITION S Pago 44 of 63 a. the pre-bid allowances include ihe cost to Con�ractor of materials and equipment r�quir'ed by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installatior�, overhead, profrt, and other e�enses contemplated for the pre-bid allowances ha�e beer� included in the allawances, and no demand �or ac�ditianal paymenk on accotint oi any of the foregoing w�71 be valid G ContingencyAllowance: Contractor agrees that a contingency allawance, if any, is far the sole use of City. D. Prior to final payment, an apprapriate Change Order will be issued to reflect actual amounts dne Contractor an account of Work covered E�y allowances, and the Contract Price sl�all be correspondingly adjusted. 11.03 UnitP�ice Work A. VVhere the Contract Docutnents provide that all or part of the Work is to be Unit Price V�1ork, initially tne Contract Price will be d�emed ta include for all Unit Price Work an amount equa.l to the sum of the unit pr�ce for eachsaparately ident�ed item of Unit Price Work times the estimated quantity of each item as indica�ed in the Agreement. B. ThE estimated quantities o� items of Unit Price Work are not guarante�d and are salely for the purpose of camparison of Bids and determining an initial Contract Price. Determ��ations of the actual quantittes and elassifications of Unif Price W�ork performed by Contractor will be made by City subject fio the provisions of Paragraph 9.05. C. Each unit price will be deerned #o it�clude an amount considered by Contractor io be adequate to cover Contractor's overhead and pro�it for eaeh separateiy ident�ed item. Work descri�ed 'm the Contract Documents, ar reasanably inferred as required for a functionally complete ins�llation, but not identified in the listmg of unit price items shall be considered incidental t� unit price work listed and th� cost of mcidental wark included a� part of the unit price. D. City may ma.ke an adjustment in the Contract Price m acco�dance with Paragraph 12.01 if: 1, the quantity of any item o� Unit Price Wark performed by Con.tractor differs materia.11y and signif'icantly from the esiimated quani�ty of such item indicated in t1�a Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Inc�eased or Decr�ased Quanirties: The City reserves the right ia order Extra Work in accorda.nce withParagraph 10.01. 1. If the changes in quantities or the alteratians do not significantly change the eharacter of worlc under the Contract Documents, the alkered work will be paid for at the Contract unit price. C1TY OF FORT WORTH STf�1DARDCONSTRIICTI�N SPECEFICATIOM ➢OCUMENTS Revision: 82�2.1 no 72 oa - � GEN�RAL GDNDITION 5 1'age 45 of b3 2. If the changes in quanrities or alteratior� sigiiificantly change �he character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Wark and the Connact will be amended lay a Change Order in accordance �vith Articie 12. 4. A sigr�iitcant change in the character of work occurs when: a. the character of work far any Item as altered differs m�aferia.11y in kmd or na,ture from that in the Contract or b. a Majar Item of wor� vari�s by more than 25% from the original Contract quantity. S. When the quantity of work to be done under any Major Item af the Contract is more than 125% of the original quantity stated in the Con�ract, then either parEy to the Contract may request an adjustment to the unit pri�e an the portion of the work that is above 125°/a. 6. When the quantiry of work to be done under any Major Item of the Contract is less than 75% of the origin�l quantity stated in the Contract, then either party to the Contract ma.y request an adjus#ment to the unit price. 11.04 Pdans Quantiiy Measuremer�t A. Plans quantities may or may not representthe exact quantity of work perforrned or material maved, handled, or placed durir�g the execution of the Contract. The estimated bid quantities are designated as fmal payment qua.ntities, unl�ss re�ised by the governing Section ar this Article. B. If the quantity measu�ced as autlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under `�rice and 1'ayment Procedux'es" far specifie Iterns} from the total estirnated q�uantity for an individ�al Item ariginally si�awn in the Cantract Documents, an ad;justment may be made to the quan�ity of author�zed work done for payment purposes. The party to the Can�ract raquesting the adjustment wili provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised qua.ntiiy wili be inade at the unit price bid for that I�em, except as provided for in Article 10. C. WY�en quantities are revised by a change in design approved by the City, by Cl�ange Order, or to correctan error, or to correct anerror on the plans, the plans quantity will be increasedor c�ecreased by the amount mvolved in the change, and the 25% variance will apply to the saew plans quantity. D. If the total Cantract quantity multiplied by the unit priee bid far an individual Item is �ess than $250 and the Item is not originally a plans quantiry Ttem, tYaen the Itern �y be paid �.s a plans quantity Item if the City and Contractor agree in writin� to fix the final quantity as a pla.ns quantity. C1TY OF FORT W�RTH S`I'ANDA.RDC�NSTRUCT[ON 5PEC3FICAT[ON DDCUMENCS Revision: 823C1021 ao �z oa - i GENERAL COND IT10N S Page 46 of 63 E. For ca�lout work or non site sp�ciiic Cantracts, the plans quantity measurernent req�irements are not applicab%. ARTICLE 1� — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRAC°I' TIME 12.01 Chc�nge ofConiractPrice A. The Contract Price may only be changed by a Change Order. B�. T`he �alue of any Work covered by a Change Order wiil be deY�rrriined as follows: 1. where the Work invol�ed is covered by unit prices contained 'm the Contract Documents, by application of such unit prices to tlie quantities of the iterns involved (subject to the prov�isions of Paragraph 11.03); or 2, whare ihe Work ir�volued is not coverad by unit prices contained in tl�e Contrac# Dac�nents, by a rnuCually agr�ed �irnp sum or unit price (which may include an allowance for overhead and proft nat necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost of any secondary unpacts that are £oreseeable at the tim.e of pricing the cost of Extra Work; or 3, where the Work invol�ed �s nat covered by� unit prices contained in the Contract Documents and agreement to a lump surn ar unit price is not reachedunder Paragraph 12.O1.B.2, on �he basis of iGhe Cost o�'the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit {det�rmined as provided ia� Paragraph 12.O1.C). C. Coratractor's Fee.• The Contractor's additional fee for averhead and profit shall be deternvned as follows: 1. a mutuaIly acceptable fixed fee; ar 2. if' a fixed %e is not agreedupon, then a fee based on the fol�owing percentages ofthe various portionis of the Cost af the Worlc: a. for COStS incurred under Paragraphs 11.OLA.1, 11.01.A.2. and 11.O1.A.3, the Contractor's additional fee shal� be 15 percent exc�pt for: 1) rental fees for Co�tractor's own equiprnent using standard rental rates; 2) bands and insurance; b. for costs incurred under Paragraph l 1.O1.A.4 and 11.O1.A.5, tha Contractor's fee shall be five percent {5%); 1) where one or mare tiers of subcontracts are on the basis of Cost of the Wark plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Work, at wha.tever C1TY OF FORT WQRTH STANllARDWNSTRUC.T[ON SI'ECIFICATION DOCUM�NTS Revision: 8713l2f?21 oo�aoo-� GENERAL coNo ITION S Page 47 of 63 ti�r, will be paid a fee of 15 percent of the costs iticurred by such Subcantractor under Paragraphs 11.O1.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Con�ractor will eachbe paid a fee of frve pe�'cent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative tota.I of fees paid be in excess of 25%; c. no fee shall be payable on �he basas of cosis itemiized under Paragraphs 11A1.A.6, and 11.O1.B; d. the arnount of creclit to be allowed by ContracCor to City for any cha.nge which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deductian in Contractor's fee by an amaunt equal to five percent (5%) af such net decrease. 12.02 Change of Contract Time A. The �ontract Time may only be changed by a Change Orcier. B. No extension of the Contract Time will be allowed for Ex�ra Work or for cla.imed de�a.y unless the Extra Work conternplated or claimed delay is shown to be on the critiical path of the Praject Schedule ox Contractor can show by Critical PathMethad analysi� hc�w the Extra Work ar claimed dela.y adversely affects the critacalpath. 12.(}3 Delays A. Where Contractor is reasonably d�layed in ihe performance or complenon of any part of the Work within the Cantraci Tnx�e due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the tinr�e lost due to such dela.y if a C�niract Claun is made therefor. Delays beyond the cantrol of Contractor sha11 include, but not be limrted ta, acts or neglect by City, acts ar negleci of utility owners or ather contraetors performing otk�er work as conternplated by Ariicle 7, f�tes, floods, epidemics, abnormal weather canditions, or acts of God. �uch an adjustment shall be Contractor's sole and exclusive remedy fox the deIays descri�ed in this Paragraph. B. If Contractar is delayed, City sh�ll not be liable fo Cantractor for any claims, costs, l,osses, or damages (including but not limiied to all fees and cbarges of engineers, architects, attorneys, and other �rofessionals ar�d all court or arbitration or other dispute resolution c+osts) sustained by Contraetor on ar in connection wrth any other project or anticipat�d project. C. Contractor sha.11 nat be entiiled ia an adjustmen� in Contract Price or Contract Tune for del�ys wiihin the control af Contractor. De�ays attributable to and wit.�in the contrnl of a Subcontractar or Suppfier shall be deemed ta be dela.ys within the control of Coniractor. D. The Contractor shall receive no compensation for delays or hi�drances to the Wark, e�cepi when direct and unavoidable ea�'a cost to the Contractor is ca�sed by t1�e fa�%are of the CiLy to provide information or material, if any, which is to be fiunished by the Ciry. Cl'1'YOFFORT WORTH STANllARI]COIrlSTRUCTION SPEC[FICATION DOCUMLNTS Revisian; &2'i/20e1 oo�zoo-i GENERAL CON� IT I ON S Page 48 nf 63 ARTICLE 13 — TESTS AND INSPECTSONS; CORRECTION, REMOVAL OR ACCEPTANGE OF DEFECTIVE WORK 13.01 Notice afDefects Noiice af a11 defective �hlork of which City has actual knowledge will be given to Contractor. Defective Work ma.y be rejected, eorrected�, ar accepted as provided �n this Article 13. 13.02 Access to Work City, independent testing laborataries, and governmenta.l agencies with jurisdictional interests vvill have access to the Site and the Work at reasonable times far their observation, inspection, and testing. Contractor sha11 provid� ihem prop�r and safe condit�ans for sucb access and advise them of Contractor's safety proced�ares and programs so that they rnay comply therewith as applicab�e. 13.03 Tests and Inspectians A. Contractor shall give Ciry timely notice of readiness of th� Work far all required inspections, tests, or approva�s and shall coo�erate wi�h inspection and testing personnel to facilita.te required inspectians or tests. B. If Con1�'act Documents, Laws or Regulations of any public body having jurisdiction require any af the Wark {or part ihereo� to be inspected, tested, or appraved, Contractor shall assume full respansbilitiy for arranging and obtaining such inciependent inspections, tests, retests or approvals, pay all costs �r� connection therewith, and furnish City the requir�d certifrcat�s of uispection or approval; excepting, howe�er, those fees specifically identified �n the Supplementary Conditions or any Texas Department ofLicensure and Regulation {TDLR) inspectia�s, vvhich shall be paid as descnbed 'm the Supplementary Contii�ions. C. Contracior shall be respons�ble for arranging and obtai�►ing and shall pay all costs in connection with any inspections, tests, re-tests, or approvals requ�red for City's acce�tance of ma.terials or equipment to be incarporated 'm the Work; ar acceptance ofmateraals, mix designs, ar equipment submitted for appraval prior to Contractor's purchase thereof for incorporation in the Work. �uch mspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services oi an independent testmg laboratory ("Testing Lab'"} to perform any inspections or tests (`°I'esting"} for any part of ihe Work, as det�rmined salely by City. l. Ciry wiIl coordinate such Testuag to the extenti possible, wi�h Contracior; 2. Should any Testing under this Section 13.03 D result in a`�ail", °`did not pass" or other si�nilar negative r�suli, the Contractor shall be responsibl� for paying for any and all retest�. Contractar's cancella.tion without cause af City initiated Testmg sha.11 be deemed a negative result and require a ret�sk. CPI'Y dF FORT WOC�TH STA3�TDAR�CONSTRUCTION SPECIFICATION DQCUMEIZTS Revision: 8tL3/�Odl no�2oo-i GENERALCONpITION 5 Page 49 oi 63 3. Any amounts owed for any retest under this �ection I3.03 D shall be paid direc�ly to the Testing Lab by Contractor. City will forward all invoices for retests to Contr�ctor. 4. If Cantractor fails to pay �he Testing Lab, Giiy will not issue Final Paymant unt� the Tes�ing Lab is paid. E. If any Work (or ihe work of others) that is to be inspected, tested, or approved is covered by Cantractor w�hout written concurrence of City, Contractor shall, if requested by City, uncover such Work for abservatian. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor°s expense. G. Contractor shall have the right to make a Contract Gla.im regarding any retest or invoice issued under Seetion 13.03 D. 13.04 Uncovering Worlc A. If any Work i� covered contrary to the Contract Documents or specif'ic instructions by �he City, it must, i� requested by City, b� uncovered for City's observation and xeplaced at Contractor's e�ense. B. If City considers it necessary or advis�.ble that covered Wark be ohserved by City or inspected or testedby others, Contractor, atCity's re�quest, sha:ll uncover, expose, or otherwise make a�ra�able for observation, inspection, or testing as City may require, tha� portion of the Work in question, fi�rnishing all necessary labor, mater�a.l, and equipment. If it is found that the uncovered Wark is defec�ive, Contractor shal� pay al1 claims, co�ts, lasses, and damages (mcluding but not limited to all fees and charges of engineers, architects, attorneys, and oiher prcrfessiona.ls and a�l court or ather dispute resolution costs} arising out of or relating to such uncovering, exposure, observation, it�pection, and testing, and of satisfactory replacement or reconstruction (including but not limiied to all costs a� repair or repla.cement of work of others); or City shall be entiil�d to accept defeciive Work in accorda.�ce with Paragraph 13.08 in which case Con�ractor shall still be respons�le far all casts associaied wrth exposing, observing, and testing Yhe defective Work. 2. If the uncovered Work i� not found to be defective, Cont�actor snall be allowed an increase in the Cantract Price or an extensian of the Cantract Tim�e, ar both, directly attr�butable to such unco�aring, exposure, abservation, inspection, tasting, repla.cement, and reconstruction. 13.05 City May Stop the YYorlc If th� Wnrk is defective, or Cont�actor fails to supply su�fcient skilled workers or suitable materials or equipment, or fails Ya perform the Work in such a way that the completed Work will conform to the Contract Doeuments, City ma.y order Contraetor to stop the Work, or any partion thereof, until the cause for such order has been eIimina.ted; hrn�vever, this right of Cxty to stop the V�ork shall not give ri�e to any duty a�a the part of Ciiy to exerci�e this right far the benefit of Contractor, any CITY OF FORT WOR'FH gTANDAR�CONSTRUCTION SPECIFICATION AOCUMEI�ITS Revision: i�d�021 ao �z aa - i GENEl�AL COND IT10N 5 Page 50 af 63 Subcontraetor, any Supplier, a�y other individual ar entity, or any surety for, or employee or ag�nt of any of them. 13.06 C'orrection orRemoval afDefective Work A. Promptly afier receipt of writ�en notice, Contractor shall correct alI defective Wark pursuant to an acceptabla sch�d�e, whether or not fabricated, instaUed, or completed, or, if the Work h� s been rejected by City, remove it �ram t�e Project and replace it with Work that is not de�ective. Contractor shall pay a11 clam�s, costs, ad�.i�ional testing, losses, and damages (incltz�ling but not limited ta all fees and charges of en�ineers, architects, attorneys, and ot�er professionals and all cowt or arbitration or other dispute resolution casts) arising out of or re�ating to such correction or rem.aval (inch�ding but not limited to all cost� of repair or xeplacamemt of work of others}. Failure ta require the removal of any defective VVork shall not canstitu% acceptance of such Work. B. WY�en correcting defec�ive �ork under the terrns of ti�s Paragraph 13.06 or Paragraph 13.07, Contractor shall take no aetion that would voici or othenvise impair City's special warranty and gua.rantee, if any, on said Work. �3.07 Cor�ection Periad A. If witlain tavo (2) years after the date of Final Acceptance (or such longer period of time as may be presc:r�aed by the terms of any applicable special guarantee required by the Contract Documents), any Wark �s found to be defective, ar if the repair of any darna.ges to the land or areas made availahle %r Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph G.1Q.A is found to be defective, Contractor shall pramptly, withaut costto City and in accordance with City's written instructians: l, repai� suc1� defeetive ]and or areas; or 2, carreci such defective Work; or 3. if the defective Wark has been rejec�ed by City, r�move it fiam the Proj�ct and rep3ace it with Work that is not defective, and 4. satrsfactorily correct or repair or remove and replac� any damage to ofher Work, to the work o�' others or other land or areas resulting therefrom. B. If Contractor does nnt promptly cornply with tY�e terms af City's written �nstructions, or in an ernergency where del�y would cause serious risk of loss ar damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, lasses, and damages (ineluding but not limited to all fees and charges of engineers, arehitects, attorneys, and other professionals and all court or other dispute resoiu�ion costs) arisittg out of ar relating ta such correction or repair ar such removal and replacement (ineiuding but not limited to all costs of repair ax rep]aceme�t of work of others) will be paid by Contractor. CITY OF FORT VVORTH STANDARDCONSTRUCTION SPECIFICATION DOCU1ViENTS Rev'isian: 8r23/20Z1 D4 72 00 -1 G�NERAL CAN6iTlON S Page5iof63 C. Iu special circumstances where a particula.r itetn of equipment is placed in continuous service before Final Acceptauce of all the Work, the correction period for �hat item may start to run from an earlier date if so pro�rided in the Contract Documents. D. Where de%ctive Work (and damage to other Work resultit�g there�r�rn) has been corrected or rernoved and replaced under this Paragraph 13.D7, the correction period hereunder wiih respect to such Work may be required to be extended for an additional period of one year after the end of the initial correctian p�riod. City sha11 provid� 30 days written notice to Contractor should such addit�onal warra�ty coverage be required Contracior may dispute this requiorem�nt by filing a Contract Claim, pursuant ta Paragraph 14.06. E. Contractor's obligations under this Paragraph 13.07 are in adcl�tion to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substii�ite far, or a waiver of, the provisions af any applicabie statute o� limitation or repose. 13.08 Acceptance ofDefective Work If, instead of requiring carrectian or removal and repla.cement of defective Work, City prefers to accept it, City may do so. Coniracior shall pay aIl claims, costs, losses, and dannages (includi�ng but not limited to all fees and charges of engineers, architects, attorneys, and other professional� and all court or other di�pute resolution cos�s) attnb�table to City's evaluatian of and deternzination to acce� such defeetive Work and for the diminished value of the Work to the extent not atharwise paid by Contractor. Tf any such acce�tance occtus prior to Final Acceptance, a Cha.nge Order will be issued incorporating the necessary re�ions in the Contract Documents with r�spect to the Work, and City shall be entitled ta an appropriate decrease in the Contract Price, re�lecting the diminished value of Work so accepted. 13.09 City May Correct Defectave YYork A. If Cont�actor fails within a reasonabl� time after written notice from City to correct defective Work, or ta remove and replace rejected Work as reqUired by City in accordance with Paragraph 13.Ob.A, or if Con�ractar fails ta perform the Work in accordance with the Contract Documents, ar if Contractor fails to comply with any otk►er provision of the Contract Documents, City may, after seven (7} days written natice to Contractor, c�rrect, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shaIl praceed expeditiously. In connection with such corrective or :remedia.l actian, City may exclude Contractar frorn all or part of the �ite, take possession of al� or part of ihe Work and suspend Contractar's services related �hereto, and rncorparate i�a the Wark ali materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which a�e stored elsewhere. Contractor shall allow City, City's representatives, agents, consultant�, employees, and City's other con�'actors, access ta the Site to enable City to exe:rcise the rights and remed�es urider this P aragraph. C. All claims, costs, �osses, and c�amages (including but not limited to all fees and charges of eng�neers, architecis, attorneys, and other professionals and all aourt or oiher daspute resolu�n ClTY OF FORT WORTH STAIVI].4RDCONSTRUCTIOM SPECIFICA7'lON DOCi_TMEN'fS A6Vt51831: �� 00 72 OU - l CENERAL CQNDITION 5 Paga 52 af G3 costs} incwred or sustained by City in exerci�ing the rights and remedies under this Paragraph 13.49 wil� be charged against Cantractor, and a Change Order wili be i�sued incarparating the necessaryrevisions in the Contract Dacuments with respect to the Work; and City shall be entitled to an appropriate decrease in the Contraci Price. D. Contracior shall not �erforn�ance of the P aragaph 13.09. be allowed an exteansion Qf the Cantraet Time because of any delay in the Work attr�autable to the exerci�e of City's righis and remeclies under this ARTICLE 14 — PAYMENTS TO CONTRACTUR AND COMPLETION 14.01 Schedule of Vc�lues The Scbedule of ValueS for �mp sum contracts established as provided in Paragraph2.07 will se�rve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. I4.02 Progress Payfnents A. Applicationsfo�Payments: 4. 5. 1. Canlractar is respons�l� far providing all infarma�ion as required to becorrxe a vendor oi the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Coniractor shall subrnit to City for review an Application for Payment iilled out and signed by Coni�actor covering the Work cnmpleted as of the date of tbe Application and accompani�d by such supporting documez�tation as is requi�'ed by the Contract Documents. 3. If payment is requested on th� basis of materials and equipment not incorporated in the Work but delivered and suitably stored at tbe Site or at anather loca�itm agreed to in writing, the Application for Payment shall also be accompanied by a bi11 of sale, �vaice, or other documentatian warranting that City b.as received the rr�aterials a�d equipment free and clear of all Liens and evidence that the materials and equitpment are cavered by appropriate insurance or other arrangements ta protect Cily's interest therein, all of vvl�ich must be sati�factory to Ciry. Begin�aing with the second Application for Payment, each Application s�all include an af�'iclavit of Contractor stating that previous progress payments received an accaunt of the Work ha�e been applied an accaunt to discharge Contractar's legitimate obligations associatedwith prior Applications far Payment. The amount of reiainage with respect to progress payments w� b� as dascrrbed in subsection C. unless otherwise stipulated in the Contract Doctunents, CITY OF FORT WORTH STANDftRDCONSTRUCTION SPECIFICAT[�N AOCiJMENTS Revisian: 8R3I1021 pD720D-1 GENERAL COND IT ION 5 Page 53 af 63 B. ReviewofAppdicatiorrs: 1. City wi11, after receipt of each App&cation for Payment, either indicate in writii�g a recommendation of payment or retux-n the Applicatian to Contrac�or i�dica�ing reasons far refiasing payment. In the latter case, Contractor may mak� the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment wi11 be based on City's observatians of the executed Work, and on City's review of the Application for Payment and th� aceompany�ng data and sc�iedules, that to the best of City's knowledge: a. the Wark has progressed to the point indicated; b. the quality of the Work is generally in accordanee with the Con1ract Docutnents (subject to an evaluation of tY�e Work as a functioning t�vhole prior to or upon Fina1 Acceptance, the r�sults of any subsequent tests called for in the Contract Documents, a fina! detern�uiation of quantities and classi��cations for Work performed under Paz�agraph 9.Q5, and any other qualificatians stated im th� recommendation). 3. Processing any such payment vw�11 not thereby be deemed to ha�ve represented that: a. inspections made to check the qua.lity or the quantity of the Work as it has been performed l�ave been exhaustive, extended to e�ery aspect of ihe Work ioa pragress, or involved detailad inspections of the Work beyond the responsabilities speciFically assigned to City m the Contract Documents; or b. xhere may nat be other rn�tters or issues betweenthe parties that might entitle Contractoar to be paid additionally by City or eniitiC City io withhold payment tfl Contractor; or c. Contractorhas complied with LawsandRegula.tions applicable to Contractor'sperformance af the Wark. �F. City mray refuse to process the whole or any part af any payment because of subsequently discovered evidence or the re�ults of subsequ�nt inspections or tests, and revise ar revoke any such payment previously made, to such �xtent as naay be necessary to proiect City from los� becau�e: a. the Work is defecti�e or completed Work has been damag�d by �he Contractor or �ubcontractars requiring cflrrecti�r� ar repla.cement; b. discrepancies in quantiti�s contain�d in prev�ous appfications for paynnent; c. the Contract Price has been reducedby Change Orders; cl. City has been required to correct defective Work ar complete Woi•k in accordance with Paragraph 13.09; or C1TY OF FORT WORTH STANDARDCONSTRUCT[ON SPECIF[CATiON DOCUMENTS Revision: 8231.7(]�1 00 �� oo - � G�NERAL CONDITION S �age 54 of 63 a. City has actuall�nowledge of the occurr�nce of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. Far contracts less than $400,OOQ at the tim�e of execution, retainage sha�l be ten percent (10%). 2. For cantracts greater than $400,Q00 at the time of execution, retainage shall be five percent (5%). D. Liquidated Dcrmages. For each calendar day that any work shail remain uncompleted after the time specif'�ed iri the Contract Docwnents, the sum per day specified in. the Agreement �u�l be assessed against the monies due the Contractor, not as a penalty, but as damages suffared by the City. E. Payment: Caniractar will be paid pursuant to the requirements of this Article 14 and payrnent will becorne due in accordance with the Contract Documents. F. Reduction in Payment: 1. Ciry rnay refi�se to make payment of the amount requestedbecause: a. Liens have laeen fled 'm connection with Y11e Work, except where Contractar has delivered a specific bond satisfactory to City to secur� the satiisfaction and diseharge of such Liens; b. there are other itetns entitling City ta a set-off aga�nst the amount recom�ended; or c. City has actual knowledge of the occurrence of any af the events enumerated in Paxagraphs 19�.02.B.4.a through 14.fl2.B.4.e ar Paragraph 15.02.A. 2. If City refiises to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any anzount remaining aft�r deduction of the amount so withheld. City shall pay Contractor the amount so withhe�d, ar any adjustment thereto agreed to by City and Contractar, when Contractor remedies the reasons for such action. 14.03 Contr^actor's Wa�anty of Title Contractor warrants and guarantees that title to all Work, materia.l�, and equipment covered by any Applicatian for Paym�nt, whether incorporated in the Project or not, will pass to City no later tha.n the time of paytnent free and clear of all Liens. CTTYb�' FORT WORTH STANDARDCONSTRI]CTION SPECIFICA7'IQN DOGUMEN'I'S Revision; 823J�021 ao�2oa-i GENERAL OONp ITION S Page 55 of 63 14.04 Partial Uti�azatiarr A. Prior to Final Acceptance of aA the Work, City may use or occupy any part of the Work which has specif'ically been identified in the Contract Docurnents, ar which City determines constitutes a separat�ly funciianing and usahle part af ihe Work that can be used for its ultended purpose witt�out significant interference with Cant�actor's perfozYnance of the remainder of the Work. City at any time may notify Gontractar in writing to pernut City to use ar occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Coniractar at any time may noti�'y Ciry in v�iting tl�at �ontractor cansiders any such part of the Work ready for i�s intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, �ity and Contractor shall make an inispection of �at part of the Work to determine its status of completion. If City does not consider that part of the Wark to be substantially complete, City will notify Contiractor in writmg giving the r�asons there�or. 3. PartialUtili2atian will not constitute Final Acceptance by City. 14.05 FinalTnspection A. Upon written notice from Contractor thai the entire Work i� S ub s� a n t i a lly Complete in accordance with the Contract Documents: 1, Witivn 10 days, City will schedule a Final Inspection with Cantractor. 2. Ciry will notify Contractar in writing of all particulars in which this inspection reveal� thai the Work �s incompleie or defective ("I'unch Li�t Items"). Cantractor shal! imxnedia.tely take such measures as are necessary to complete such Work or remedy such deficiencies. B. Na time c�iarge will be made �gainst tYze Contractor between said date of notiiication to the City caf Substantial Comple�ion and the date af Final Inspection. 1. Should tlie City determir►e that the Work is no# ready for Final Inspection, City will notify th� Contractor in wriiing af the reasoans and Contract Time will resume. 2. Shauld ihe City concur that Substantial Completion has been aehieved with the exception of any Punch Li�t Items, Contract Time wi11 resume for the duration ii takes for Contractor to achiev� Final Acceptance. 14.06 FinalAcceptance Upon completion by Coniractor to City''s satisfaetion, of any additional Work identified in the Fina1 Inspection, City �+ill issue to Contractor a letter of Final Acceptance. CITYOF FORT WQRTIi STANI)ARD�ONSTRUCTIOM 3PECIFICATION DOCIIMENTS Revisinn: SrZ32D21 00 �zoo- � GENERALOON�ITIDN 5 Page 56 of 63 14.07 Final Pc�yment A. Applicatio�a for Paymeni: 1. Upnn Final Acceptance, and in the opinion of City, Contractor ma.y make an applicat�ion far final payment following the pracedure for progress payments in accordance with the Contract Document�. 2. The �"it�al Application far Payment shaIl be accompanied (except as previo�sly deliverad) by: a. all documentation ealled for in the Contract Dacwnents, including but nat limited to the evidence of insurance required by Paragraph 5.03; b. consen� af th� surety, if any, ta final payment; c. a list of all pe�ding or released Damage Claims agaimst City that Contractor believes a�e unsettled; and d. affida�its of payments and cnmplete and legally effectiive releases or waivers {sat�sfactory to City) af all Lien ttigh�s arising out of or Liens frled in cozanection with the Work. B. Pay�nentBecomesDue.• 1. After City's acceptance of the Ap�Sication for Payment and accompanyirmg documentation, requested by Cantractor, less previous payrnents made and any sum Ci�y is �n�itled, including but not lirruted to liquida.ted dat�ges, will become due and payable. 2. A£�er all Damage Clairns have beenresoi�ed: a. directly by the Cantractar ar; b. Contractar pravides evicience tY�at the Damage Claim has been reported to C�ntractor's insurance provider for resolution. 3. The rnaking of ihe £'mal payment by the City shall not reli�ve �he Contrac�or of any gt�arantee� ar other requirernents of the Contract Documents which specifically continue thereafter. 1�.08 Finc�d Completian Delayed and Partial RetainageRelea.�e A. If final campletion o�the Work is signif'�cantly delayed, and i� City so conf�rms, City rnay, upon receipt of Contractor's fmal Appfication far Payment, andwithout texmrnating the Contract, make payment of the balance due %r that portion of the Work fully completed and accepted if the remaining balance to be held by Ciiy for Work not fii11y campleted or correcied as 1�ss ihan tl�e retainage stipulated in Paragraph 14.Q2.C, and if bonds ha�e been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the �alance due for that C1TY OF FOt�T WORTH STANI7ARDC0I1�5TRUCTION SAEC[FICATION �OCi7M�NT5 Revisioa: �2�1 oo�zoo-i G�NERAL CANDITION S Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contracfior to City with the Application for such payment. Such payrnent shall be made under the terms and conditions gaverning final payment, except that it sh�ll nat canstitute a waiver af Contract Claims. B. Pa�tiad �etainageRelease. For a Contract that provid�s for a separate vegetative establishment and maintenance, and test and performance periods foliowing the completion of all other construction in the Contract Documents for aII Work locations, the City may rel�ase a portion of the amaunt retained p�'ovided that all other work �s completed as determined by the City. Befare the release, all submittals and fmal quantities rnust be comp�eted and accepied far all other work. An amount suff'icient to ensure Contract comp�ranc� will be reta�ed. 14.09 Waiver of Clc�ims The acceptance of final payment w�l canstitute a release of the City from all claims or Iiabi7it ie s under tl�e Contract for anything dane or fuinished or relating ta the work under the Contract Documents ar any act or negl�ct of City related to or cannected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City Mc�y S�spend Work A. At any time and witboui cause, City may su�pend the Work ar any portio� thereof by writt�n notice to Contractor and whicl� may fix the date an which Work will be resurned. Con�ractor sha11 res�me the Work on ihe date so fa�ed, During temporary suspe�sion of the Wark coveredby these Contract Documents, far any reasan, the City will make no ext�a payment far siand-by time of conshuction equipment andlor construction crews. B. Should the Con�ractor not be able to cornplete a portion af the Pro�ect due to causes beyond the control of and without the fault or negligence of the Contractor, and shauld it be determined by mutual conser�t of the Cont�actor and City tha,t a soiut�an to auow construction to proceed is not available within a reasonab3e period of tnme, Contractar may request an e�tension ir� Contract Time, directly attr�utable to any such suspension. C. If it should became necessary to suspend the Wark for an indefinite periad, the Contractor shall store all materials in such a manner that they will not obstruct or imped� the public unnecessarily nar become damaged in any way, and he shall take every precaution to prevent damage ar deterioration of the work performed; he shal� pro�ide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equiprnent off the job and retiuni��g the necessary equipment to the job when it is det�rnvned by the City that construction may b� resumed. Such reimbursement shall be based on actual cosi to the Contractor of moving the equiprrient and no profit will be allowad. Reimbursement may not be al�owed if the equipment is moved to another construction project for tk�e City. CITY OF FORT WORTH STAI�DARDCONSTRlfCT101� SPEL'kF[CATION DOCLIMENTS Revision: 823l2021 00�2oo-i GENERALCONDITION S Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way o� example, but not of limita.tion, may justify termmation for cause: 1. Con�ractar's persistent failure to perform the Work in accordance with the Contract Docurnents (including, but not limited ta, failure to supply sufficient skilled work�rs or suitable materials ar e9uipment, fa�iut'e to adhere to the Project Schedule �stablished under Paragraph 2.07 as adjusted from time to tirne pux'suant to Paragraph 6.(i�, or faih�re to adhere to the City's Business Diversity Enterprise Ordinanee #20024-12-2011established under Paragraph 6.06.D); 2. Contractor's disz'egard of Laws ar Regulatians af any public body having ,�uri�diction; 3. Contractor's repeated disregard of the authority of Ci�y; or 4. Contrac��r's viQlation m any substantial way of any provisions oi the Cantract Documents; or 5. Contractor's failtu'e to promptly xna.ke good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contraet or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. �ubstantial evidence that the Contractor has become insolvent or bankrupt, or otherwise fmancially unable to carry on the Work satis�actorily; or S. Cantractor conamences legai actzon in a court of corr�petent jurisdiction agaznst the City. B. If one or mare of the events identified in Paragraph 15.42A. occuz, City will provid� written notice to Con�'actor and Surety to arrange a con�erence vvith Contractor a�d Surety to address Contractor's failure to perfortn the War�C. Cor�ference shall be held not later than 15 days, aft�r receipt of notice. I. If the City, ihe Contractor, and the Surety do not agree to allow the Contractor to proceed ta perform the construction Con�ract, the Cit� may, to the extent permitted by Laws and Reg.tlations, declare a Contractor default and formally terminate tha Contractor's right to complete the Contract. Contractor default sha�l not be declared earli�r than 20 days after the Contrac#or and �urety have rece�ed notice of conferenee to address Contractor's failure fo perform the Work. 2. I� Contractor's services are terminated, Siuety shall be obligated to take over and perForm the Work. Tf Surety does nat cornmence performance thereof within 15 co�secutive calendar da.ys after date af an adciitional writ�en notice dernanding �urety's performance af its CiTY DF FQRT WOR'I'H STANnARbCON5TRUCTION SPEC[FICATION 1]OGiTM�NTS Revision; $123C1021 �D72OQ-1 GENERAL CONtiITl4�! 5 Page 59 af 63 abligations, then Ciry, vwithout process or action at ]�w, may take over any portion of the Work and camplete i� a� described below. a. If Ciry completes the �ark, City may exclude Contractor and Surety from the site and take possession af the Work, and alI materials az�d equipment incorporated into the Work stored at the Site ar far which City bas paid Cantraetor or Surety but which are stored elsewhere, and finish the Work as Ci�y may deem expedient. 3. Whether City or Surety completes the Work, Cantractor shall not be entitled to receive any furtih�r payment until the Work is �inished. If the unpaid balance of the Coniract Price exceeds al� claims, costs, losses and dan�ges sustained by City arising out of ar resul�ing from completing the Work, sucb excess will be paid to Contractor. If 5UCi1 C�ll175, costs, losses and da.rnages exceedsuch unpaid bala.nce, Contractor shall pay the difference to City. Such claims, costs, losses and darnages incurred by City widl be incorp�rated in a Change Order, provided that when exercisin� any' rights ar remedies under this Paragraph, City shall nat be required to obta�n the lawest pr�ce for the Work perforrned. �, Neither City, nor any of its respective consultants, agents, officers, directars or ernplayees shall be in any way liabie or accountable ta Contractor or Surety foz the method by which the completion of the said Work, or any portion thereof, may be accamplished or for the price paid therefar. 5. City, nottivithstanding the method used in completing the Contract, shall not forfeit the righi to recover damages from Contractor or Surety for Contractor's faihtre to timely compl�te the entire Contract. Contractor shafl not be enti�led io any claim on accaunt of the method used by City in completm� the Contract. 6. Maintenance of the Work shaIl cantinue to be Con�ractor's and Surety's respansibilities as prrovided for in the bond requirements of the Contraci Documents or any special guarantees provided for under the Con�ract Docutnents or any other obligations oth�rwise prescnbed by law. C. Notwithstanding Paragraphs 15.Q2.B, Contaractor's services w�71 not be �erininated if Confractar begins within seven da�s of receipt of notice oi intent to termin�te to correci its failure ta perform and proceeds diligenkly to cure such fa�ure within no mar� than 30 days of receipt of said notice. D. Where Contractor's services have been so termiryated by City, the termination will not affect any rigY�ts or remedies of City against Coniractor then existing or which may thereafter accrue. Any refiention or payment of moneys due Contractor by City w�l not release Contraetor frnrn liab�ity. E. If and to the extent that Contractor has provided a performa.nce bond under the provisions of Paragrapb 5.02, the termination procedures of that bond shall not supersede the provisio�s of this Article. CITYQFFORT WORTF3 STANDARDCONSTRUCTIQN SPLCIF[CATION DOCUMENTS Re�ision: 823C1A21 DO 72 00 - I G�NERAL COND ITIpN 5 Page 64 of 63 15.03 City May Terminate �or Convenience A. City znay, without cause and without prejudice to any other right or remedy of Cily, terminate the Contract. Any ter�nination shall be effec�edby mailing a notice of t�e tennination to the Contractor specifying the e�ent to which performanc� of Work under the contract is terminated, and the d�.ie upan which such termii�ation becarnes effective. Receipt of the notzce sha.11 be deemed conclusively presumed and established when the letter is placed 'm the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is rnade t�vith just cause as therein stated; and no proof in any claim, demand or suii shall be required of the City regarding such discretionary actian. B. After receipt of a notice of termrnation, at�d except as atherwise dir�cted by the City, the Coniractor shall: 1. Stop workunder the Contraeton the date and to the extent specified in the notice of termination; 2, place no further orders or subcontracts for rnaterials, services or faeiliti�s e�cepfi as ma.y be necessary for comp�etion of such portion of the Work under the Gontract as is not terminated; 3, termitxate all orders and subcontracts to the extent tb�at they relate to the performance of the Work termin�ted by notice of termination�; 4. transfer title tn the Ciry and deliver in the ma�nner, at the tirn�s, and to the extent, i� any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connectian wi�h the per%rmance of, the Work tennmated by the notice of the termination; and b. the complei�ed, or partially completed plans, drar�virigs, information and other property which, if the Contracfi �a.d been completed, would have been required to be fiunished to the City. 5. cam�lete performance of such Work as shall not �ave been ternvnated by the natice of tarnvnation; and 6, take such ac�ion as may he necessary, ar as the City ma.y direct, far the prat�ction and presexvation of the properly related to its contract which is � the possession of the Contxactor and in which the owner has ar may acquire th� rest. C. At a time not later than 30 days after the terminatian date specified in the notice of terinination, the Cantractor may 5ubrnit to the City a Iist, certified as to quantiry and qua.lity, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has �een d�rected or authorized by City. CITYOFFORT WOR'I'kI STAI�TllARDCONSTRUCTIaN SP�CIFICATION POCUMEIVTS ltevisian; SIZill621 007200-I GENERAL CON�ITIQN 5 Page 51 of G3 D. Not ]ater than IS days thereafter, the City shall accept title to such items prov�ided, that the list submitted shall be subject to verif"ication by the City upon rernoval of the items or, if the items are stored, with�n 45 days irorn the date of s�bmission af the list, anc{ any necessary adjusirnents to carrect the list as subm�tted, shall be made priar to final settlement. E. Not later than b0 days after the notice o� terminatian, the Con�ractor shaU s�ubmit his tez�mination claim Yo the City in th� form and �ith the certi�ication prescr�ed by the City. Unless an extension is made in �rriting within such 60 day period by the Cor�tractor, and granted by the City, any and all such clairns shall be conclusively deemed wai�ved. F. In such case, Contractor shall be paid for {without duplication of any items): 1. completed and acceptable Work executed in accardance wi�h the Contract Documents prior to the effectiv� ciate of termination, �cluding fair and reasonable swns for overhead and profit on such Work; 2, expenses susfiained prior to the effective date of tezn�ination in perfarming services and furi�ishing labor, rnaterials, oe equipment as required by t�e Contract Documents in connection with uncompleted Work, plus fa�r and reasonable sums for overhead and pra�'it on such expenses; and 3, reasanable expenses directly attri�utable to termir�ation. G. In the event of the faihu'e of the Contractor and Ci�.y to agree upan the whole amaunt to be paid to the Contractor by reason of the termination of the VL�ark, the City shall deternvne, on the basis oiinformation available to it, the amount, if any, due to th� Contractar by reason of th� ternaination and sha11 pay to the Contractor the amaunts determined. Contractar sh�.11 not be paid on account of lass of anticipated profits ar revenue ar other economic loss ari�ing out of or resulting frorn such term�nation. ARTICLE 16 — DI�PUTE RESOLUTION 16.01 Methods and Procedu�es A. Either City or Contractor may request rnediation of any Contract Claitn submitted far a decision under Paragraph 10.06 before such decision becomes �'inal and binding. The request for mediation shall be submitted to the other party tn the Contract. Timely submission of the request sha�l stay the e#'fect of Paragraph 10.06.E. B. City and Contractor sha�l participate in the medi�tion process in good faith The process sball be commanced wrthin 60 days oi filirig of the requ�st. C. If the Contract Cla:it�► is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 da.ys after terininatian of the mediation unless, �v'ithin that time period, City or Caniractor: C1TY OF FORT WOIt'1'FI STA3+IDAIZDCONSTRUGTION SAHClFICATIOIV DOCiIMHs�TS Revision: 82ifL021 047200-t GENERAL CONaI7lON S f'age 62 of 63 l. elects in writ:ing to invoke any other dispute resolution pracess provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Cantract Claim �o another dispute resolutian process;or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of cornpetent jurisdiciion, ARTICLE 17 — MISCELLANEOUS 17.01 GivingNotice A. Whenever any provision oithe Cnntract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered an persan to tl�e individua.l ar to a member of the firm ar to an officer of the corporation far whom i� is �ntended; or 2, deliwered at or sent by r�gistered flr certified mail, posta.ge prepaid, to th� �5t 17U5111�SS address known to the giver of tY�e notice. B. Bus�ess address claanges must be promptly ma.de in writitxg to ihe o�her party. C. Whenever the Cantract Documents specifies gi�ing noticc by electranic means such electronic notice shall be deemed suificient upon confirmation of receipt by the receiving party. 17.02 Carnputation of Times When any periad of time is referred ta in the Contract Document5 by days, it wil! be computed to e�clude the �'irst and include the last day of such period. If the last day of any such per�od falls on a Saturday or Sunday or an a day made a legal hol'u�ay the next Working Day shall become t11e last day of the periad. 17.03 Cum�lative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be consirued in any �ayas a limitation of, any rights and remedies a�ailable to any or all of fihem �vhich are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Cantract Docurr�ents. The provisions of this Paragraph will be as effective as if repeated specif'ically in the Contract Documents u� connection with 0ach particular duty, obligation, right, and remedy ta whieh they apply. CiTY OF POR'I' WORTH STANDARDCONSTRUCTION 51'EC[FICATION D(}CtJMENTS Revisian: 8/132021 oo7z aa- t GENERAL CONDITI4N 5 Page 63 af 63 1'7.04 Survival of Obligatiorr� Al� represeniatians, indernnifications, warranties, and guarantees made in, req�'ed by, or given in accorda.nce with the Contracfi Dacuments, as well as all continuing obiigations indicated in ihe Contract Documents, wiil sur�vive iu�a1 payment, completion, and acceptance of the Work or termination or completion o� Yhe Con�ract or t�rmination of the services af Contractor. 17.05 Headings Article and paragrapb headings axe inserted for convenience only and do not constitute �arts of these General Conditio�s. CITY QF FDRT WORTH 5TANBARTlCbNST[�UCTTON 5P6Cj1�ICATlON DOCLIML�NTS Ravision: 8rZ32f1�+1 OD 73 00 SUPPL�MENTARY CONDITIOAiS Page l of 7 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS Tf3 GENERAL CONDITI�NS Supplementary Canditions These Supplennentary Cnnditions modify and supplement Saction 00 72 DO - General Conditions, and other provisions of th:e Contract Documents as indicated helow. Ali provisions of the General Gonditinns that are inodified ar supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Condi�ions which are not so modified or supplemented remain in fiill force and effect. Deiined Terms The terms used in these Supplementary Condition.s which are defined in the General Conditions have the meaning assign�d tn them in the Genar$1 Conditions, unless specifically nnted herein. Modi�eations and Suppteme�ts The following are instructio�ls that modify or supp�ement specific paragraphs in the General Conditions and other Contract Docurr►en#s. SC-3.03B.�, "Resoh�in� Discre�ancies" Flans go�ern over Specifications. SC-4.U1A Easement limits shown an the Drawing are approximate and �were provided ta establish a basis %r biciding. Upon receiving the fnal easements descriptions, Contractor shall compare thern to the lines shnwn on the Contraet Drawings. SC-4.D1A.1., "Availability af Lands" The following i:s a list af known outstanding right-of-way, andlor easements to be acguired, if any as of Outstanding Raight-Of-Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Gontractor understands and agrees that th� da.tes listed above are estimates only, are not guaranteed, and do nat bind the City. If Contractar considers the �nal easements provided to differ materially from the representations on the Cantract Drawings, Confractor shal] within five (5) Business Days and b�fore proceeding with the Work, notify City in writing associated with the differing easexnent line locations. CI'TY OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDAItD COAfSTRiTCTiOi�I SPECiFICATiDN DOCUMENTS City Project #1�1567 Revised March 9, 2020 OD 73 00 SUPPLElv1�3�f`I'ARY CONDITIOt�[S Page 2 af 7 SC-4.01A.�, "Avaflability of Lands" Utilities or obstructions to be remnr+ed, adjustad, andlor relocaked 'The fallowing is list of utilities and/or obstructions that ha�e not been remo^ved, adjusted, andlor reloeated as oi October 21, 2021: �XPECTED UTILITY AND I.00ATION OWNER Nnne TARGET DATE OF ADNSTM�NT The Conl�actor understands and agrees that the dates listed abo�e are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Snbsurfaee and Fhysical Conditions" The following are reports of explorations and tests of subsurface cQnditions at the site of the Work: A Geoteehnical Investigation, Report No. DE18-188, dated ApriS 29, 2019 and the supplemental Repori No DE20-123, dated September 8, 202.Q, prepared by Alliance Gevtechnical Group, a su6-consultant of Pari�hiil, Smith & Cooper, a consultant of #he City, praviding recommendations on the pavemenY section, subgrade preparation, utility txenching and bearing capacity for the proposed retaining wall. The Following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities} which are at or contiguous tv the site of tke iNork: Subsurface Uti{ity Engin�ering Plans SC-4.06A., "Hazardous Environmental Conciitions at Site" The following are repnrts and drawings of e�isting hazardous environmental conditions l�own to tlse City: Node SC-�.03A., "Certi�cates af Insurance" The entities iisted below are "additional insureds as their interest may appear" includiag their respective officers, directors, agents and employees. (S) City. (2} Cons«ltant: Parkhill, Inc. {3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability fc�r the insurance reguired by Paragraph GGS.Q4 shall provide th� following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,00o each accidentloccurrence $100,00D Disease - each employee $500,000 Disease - palicy iimit CITY OF FORT WORTH N. Riverside Drive from Gnlden Triangle to i{eller-Hicks STA3dDARD COIVSTRUCT'IOI� 5PEGIFICATTON DOCUMENTS City Project #101567 Revised March 9, 2020 00 73 40 SUPPLENILNTt�RY CONDITIDNS Page 3 oi7 SG5.04B., "Contractor's Insurancc" 5.04B. Commercial General Liability, under Paragraph GC-S.04B. Contractor's LiaMlity Insurance under Paragraph GC-5.04H,, which shaIl be on a per praject basis co�ering the Contractor with minimum limits of: $I,Oq0,040 each occuirenc�. $2,044,000 aggregate limit The policy must ha�e an endorsement (Amend�nent — Aggregate Limits of Insuranca) making the General Aggregate Limits apply aeparately to each job site. T'he Commarcial General Liahility Insurance policies sha11 provide "X", "C", and "U" �overage's. Verificatian of such coverage must be shown in the Itemarks Article of the Certificate of Insurance, SC 5.44C., "Contractor's Insarance" S.04C. Automobile Liability, under Paragraph GG5.04C. Gantractor's Liability Insurance u�der Paragraph GC-S.OA�C., which shall be in an amount not less tlian the foiiowing amounts: {i) Automobile Liability - a commercial business policy �hall provide coverage an "Any Auto", defined as autos ownad, hired and na�-owned. $1,000,0(}� each accident on a comhinad single limit basis. Split limits are acceptable if jimits ar� at least: $250,OOQ Bodily Injury per person / $SOQ,000 Bodily lnjury per accident / $ ] 00,000 Property Damage SC-5.0�4D., "Contractar's lnsurance" The Contzactor's construction acti�vities wili require its ernployees, agents, subcannactors, equipmeni, and material deliveries to cross railragd properties and tracks: None The Contractor shall condact its operatians on railroad praperties in such a manner as not to interfere with, hi�der, or obstruct the railraad company in any manner whatsoever in ihe use or operation of itsltheir trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of �ntry Agreement" with tha particular railroad company or companias involved, and to t'his end the Contractor should satisfy itself as to the requirements of each railraad campany and be prepared to execute the right-of-entiy (iF any) required by a railroad campany. The requirements specified harein likewise relate tn the Contractar's use of pri�at� and/or constructian access roads crossing said railroad cpmpany's properties. The Contractual Liability coverage required by Paragraph 5.04D of the Ceneral Conditions shall provide eoverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company far a term that continues for so long as the Contractor's operations and work cross, occupy, or kauch rai�road grop�rty: (1) General Aggregate: (2) Each Occitrr�nce: � Required for this Contract CTi'Y OF FORT WQRT�I STA�IDARD CO�AiSTRT�CTION SPECIFIGATION DOCUMENTS Revised IWlarch 9, 2020 NA NA X Not required for this Contract N. Rirrerside Brive fi•om Golden Triangle to Kelfer-Hicks City Project �f 10 L56T 00 73 OG SUPPLEMENTARY CQNDTI'iON5 Page 4 nt'7 With respect to the abo�e outlined insurance requirements, tt�e following shall govern: 1. Where a single railroad company is invol�ed, ihe Conkractor shall provide one insurance policy in the name af the railroad campany. Hawever, if mora than one grade separation or at-grade crossing zs affeeted by tlie Project at entirely separate locations an the line or lines of the same railroad company, separa#e co�erage may be required, each in the amount stated above. 2. Where inoxe than one raiiroad company is operating on the same right-of-vvay ar where several railroad eompanies are irjvolved and operated an their own separ�te rights-of-way, the Contractor may be required to provide separate insurance poIicies in the name of each railroad company. 3. If, in additian ko a grade separation or an at-grade crossing, other work or activity is proposed on a railroad campany's right-af way at a loaation entirely separate fram the grade separation ar at- grade crossing, insurance caverage for this work mnst be included in the policy covering the grade separation. 4. If no grade separation is in�olved but ather work is proposed on a railroad company's right-of- way, all such ott�er work inay be co�ered in a single policy far that railroad, even though tl�e work may be at two or more separate locations. No work or acti�ities on a rarlraad coinpany's property to be perfarmed by the ContracYor shall be commenced until the C�nCractar has fumished the City with an original poiicy or palicies of the insurance for each railroad campany named, as required above. All such insurance must be approved by tYae City and each affected Railroad Company prior to the Contractor's beginning work. The inaurance specifted abo�e must be carried until aIl Work to be performed an the rail�oad right-of-way has been completed and the grade ciossing, if any, is no longer used by the Contractor. In additian, insurance must he ea�7ied during all maintenance ar►d/or repair work performed ir� tbe railroad right-af-way. Such insurance a�ust name the railroad company as the insured, together with any tenant ar lessee of the railroad campany operating over tracks invol�ed in the Praject. SC-6.04., "Pro,ject Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate kable(s} applicable to this project and is provided in the Appendixes: 2013 Prevailing W�ge Ratcs {Heavy and Highway Constructyon Projects) 2013 Prevailing Wage Rates (Commercial Construction Contracts) A copy of the table is also available hy accessin.g tl�e City's website at: httns:/lap�s.fortworthte:�as.�ovlProi ectResources/, You can access the file by fallowing the c�irectory path: 02-Construction DocumentslSpeci�'icati.onslDiv00 -- General Conditions CITY DF FORT WORTII 3�. Riverside Drive frora Golden Triangle to Kellcr-Hicks STANDARD CONSTRUC'f'IdN SPECIFICATION DOCIJivILN'I'S City Project #101567 Revised March 9, 2020 00 73 00 SLTPPLB1ViENTARY CQNDPI'IOTl5 Page 5 of 7 SC-6.U9., "Permi#s �nd Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are knor�va perrnits and/oz lacenses required by the Contract to be acquired by the Contractor: !. City nf �ort Wowth Grading Permit SC-6.09B. "City obtained permits and licenses" The following are known �ermits and/or l.icenses required by the Contract to be acquired hy the Gaty: . iSWM . Nationwide Permit 14 , . THC Antiquities PerEnit - ' Tree Reraoval Permit �. Right of Entiy SC-6.09C. "Outstanding permits and ticenses" The follnwing is a list af known outstanding permiis and/or licenses to be acquired, if any as of July 12, 2021. Ontstancfing Permits andlor Licenses to Be Acquired OWNER PERMIT DR LICENS� AND I,OCATION TARG�T DATE OF POSSESSION None During the performanee of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinaf�er referred td as tl�e "Contractor") agrees as follaws: 1. Compliance with Regulations: The Contractor shall comply with ihe Regulation relative to nondiscrimination in Federally-assisted programs of tl�� Departmer�t of Transportation (her�inaiter, "DQT") Title 49, Code of Federal R�gujations, Fart 21, as they may be a�nended from time to tima, (hereinafter referred to as the Regulations), which are herein inoorporated by reference and made a part of this contract. 2. Nondiscriminatian: The Contractar, with regard to the wvrk perfarmed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of rnaterials and leases of equipinent. The Contractor shall not par�icipate either directly ar indire�tly in the discriminaiion prohihited by 49 CFR, section 21.5 of the Regulations, including employment practices when the cantract covers a gragram set forth in Appendix B of the Regulations. 3. Solicitations %r Subcontrac�ors, Including Procurements of Materials and Equipment: In all solicitations either by competiti�e �idding or negotiation made by the conhactor for work to be performed under a subcontract, including procurements of rnaterials or leases of equipment, each potential subcontactor or supplier sha11 he notified by the Contractor of the Contractor's ohligations under this contract and the Regulations relative to nandiscrimination on tk�e grounds of race, color, or national origin, 4. Informaiaan and Reports: The Contractor shall provide all infannation and reports requirad by the Regulations or directives issued pursuant thez�eto, and shall permit access to its books, records, accounts, other sources of inforrnation and its facilities as inay be determined by City or the Texas Department of Transportation to be pertinent to ascertain cornpliance with such Regu�a6ons, orders and instructions. Where any information required of a contractor is in the exclusive �vssession of CITI' OF �ORT WORTH N. Riverside Drive from Golden Triangie to Keller-Hicks STP,NDARD CONSTRUCTION SPECIFICATIQN �OCUMENTS City Piaject #101567 Revised Maroh 9, ZD20 00 73 OCl SUPPLEMENTARY CONDITIONS Page b of 7 another who fails ar refuses to fun�ish this information the eontractor shall so certify to the City, ar the Texas Department of Transportation, as appropriate, an.d shall set forkh what efforts it has made ta ohtain the information. S. Sanctions for Noncompliaqce: In the event of the Contractor's noncompliance with the nondiscrimination provisio�s of this Contract, City shall impose such contract sancticros as it or the Texas Department of Transportation rnay determine to 6e appropriate, including, but not limited to: a. b. withholding of payments ko the Contractor under the Con�i-act until the Cantractor cornplies, andlor cancellation, termination or suspension of the Contract, in whole or in part, 6. Incorporation of Pravis'rons; The Contractor shall include the pro�isions of paragraphs (1) through {6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulativns, or directives issued pursuant thereto. The Contractar shall take such acdon wit�-i respect tn any subcantract or procuremant as City or the Texas Department of Transportation may direet as a means of enforcing such provisions including sanctions far uon-compGance: Frovided, however, that, in the event a contractor becomes involved in, or is tlireatened with, litigation with a sul�contraetor or supplier as a result of such directian, the contractor may request City to enter into such litigation to prate�t the interests of City, and, in addition, the contractor may request khe United States to enter into such litigation to protect the interests af the United States. Additional Tit�e VI requirements can b� found in lhe Appendix. SC-7.02., "Coordinatian" The individuals or entit�es listed below have contracts with the City for the performance of other work at rhe Sike: Vendor oi Work Coard'rnatian SC-$Al, "Coromunicaiions to Contractor" SC-9.�1., "City's Project Mana�er" The Gity's 1'roject Manager foi this Contract is Alejandra Ayala, P.E., or his/her successor pursuant to wrettsn notification from tLe Direcior af Transp�ortation & Public Works. SC-13.D3C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONB END OF SECTIQN CITY OF FORT WORT�i 3�i. Riverside Drive fram Golden Triangle to I{ailer-�Iicks STANDARiI CDNSTRLTCTION SPECIFTCATIOI*T DDCiTMENTS City Project #101567 Revised March 9, 2D2Q 00 73 OD SLTPPLEMENTARY CaNPTI'IbNS Page 7 of 7 CITY OF FRRT 4VORTH N. tZiverside Drive from Goldea Triangle to Keller-Hicks STANDARb CONSTAUCTIQ3� SPECIFICATION I]OCLTM�NTS City Project #101567 Revised March 9, 2020 ��«��n� 01- ��L ��n��n��rs oj iiao-i SiTMMARl' OF WORK Page 1 of 3 SECTION 01 11 00 SUMMARY OF WORK PART1- GENERA.L 1.1 SUMMARY A. Section Includes; 1. Summary of Work to be performed in accordance with the Contract Docutanents B, Deviations from ihis City of Fort Worth Standard Specification 1. Nvne. C. Related SpeciFication Sections include, but are not necessarily limited to.: 1. Division 0- Bidding Requir�menis, Contract Forms, and Condi�ions ofthe Contract 2. Division 1- General Requirements 1.� PRICE �1ND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiar� to the variaus items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT iTSED] 1.4 AI]MINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents Wor�c is to include furni�hing aIl labar, materiafs, and equipment, and performing all Work necessary for this constructian proj ect as detailed in the Drawings and Specifications. B. Subsid'zary Work 1. Any and all Work specifically go�erned by docum�ntary requirements for the project, sueh as conditions i:mposed by th� Drawings or Contract Dacuments in which no speeific item for bid has been provided for it; the Proposal and t1�e item is not a typical unit bid item included on the standard bid item Iist, then the item shall be considexed as a subsidiary item of Work, the cost af which sha11 be included in the price bid in the Praposal for �arious bid items. C. Use of Premises Coardinate uses of premises under du•ection of the Ciiy. 2. Assume fu11 responsibility for proteetion and safekeeping af materisls and aquipment stored on tlae Site. 3. Use and accupy only portions of the public streets ar�d alleys, or oth�r public places or other rights-of-way as provided for in the ordinanees of the City, as shown in tk�e Contract Documents, or as may be specifieally authorized in writing b� the City. a. A reasonable axnount of taols, materials, and eQuipment for const�uction purposes may be stored in such space, but no more than is neeessary to avaid delay in the canstruction operations. C1TY OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDP.CZD CDNST3ZUCTIOI�f SAECIF1CATiON i70CUMENTS Qroject # l O15b7 Revised December 20, 2012 oi i► ao-z sun�n��xY oF wa�c Page 2 of 3 b. Excavat�d and waste materials shall be stored in such a way as not to interfere wifili the use of spaces that may be designated to be left free and unobstructed and so as nat ta inconvenience accugants of adjacent praperty. e. If the street is oecupied. by railroad tracks, the Work shall be carried on in such t�aanner as not to interfere with the operation of the railroad. 1) AIl Wark shall be in accor�ance with railroad requirernents set farth in Division 0 as well as the railroad permit. D. Work vvithin Easements 4 S. 1. Do not enier upon private property for any purpose without having previously obtained p�rmission fi-om the owner of such property. 2. Do not store equipment ar material on private property unless and until the specified approval of tt�e prop�rty owner has been secured in writing by the Cnntractor and a cvpy furnished tn the City. 3. Unless specifica�ly prov'ided otherwise, clear all rights-of-way ar easements of obstructions which tnust be remo�+ed to make possible proper prase�ution of the Work as a part of the project construction operations. Preserve and use every precautian to prevent damage to, al1 trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other typas o�f siructures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including th� construction of temporary fences and tQ all other public or private prap�rty adjacent to tl�e Work. Noti£y the proper representaiives of the owners or occupants of the public or pxivate lands ai interest in lands which mi�ht be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notiees shall be applicable to both publie and p.rivate utility com.panies and any corporation, company, indi�idual, ar othar, either as ov�+ners or occupants, whose land or interest in land maght be aFfected by the Work. c. Be responsible for all da,t�age or injury to property af any c�aaracter resulting &om any act, omissi.an, neglect, or znisconduct in the tnanner or rnethod or execution of the Work, or at any time due to defective wark, m.aterial, or equipmeni. 6. Fence a. Restore all fences encountered a.nd removeci during construction of the Project to the original or a bettex than original condition. b. Eract temparary fencing in place of the fencing remaved whenever the Work is not in progress and when the site is vacated overnight, andlor at alI times to provide site security. a The cast far all fence work wsthin easements, including r�tnoval, temporary closures and replacerment, shall ba sul�sidiary ta the various items bid in the praject proposal, unless a bid iteni is specifically pravided in the proposal. C1TY OF FORT WORTH N. Riverside Dri�e from Golden Triangle lo Keller-Hicks STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Proj�ct #101567 Revised December 20, 2012 O1 11 UO - 3 SUMMARY OF WdRK Page 3 of 3 1.5 SUBNIITTALS [NOT USED] 1.6 ACTTON SUBMITTALSIINFORMATIONAL SLTBMITTALS [NOT USED] 1.7 CLO�EOUT �UBNIITTAL� [NOT USED] 1.8 MAINTENANCE MATERIAL Si1BMITTALS [NOT U�ED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] ] .11 FTELD [SITE] CONDITIONS [NOT USED] 112 WAKRANTY [NOT USED] PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USEDJ END OF SECTION CITY OF' FORT WDATH N. Riverside Drive from Golden Triangle to Kelle1•-Hicks STANbARD COI�fSTR[JCTTON SPEC3P'ICA'tION DQCUMENTS ProjecT #101567 Revised December 20, 2012 012504-1 SU13S'i'TTUT[ON PROC�bURES Page 1 of 4 SECTION Ul 2� OQ SUBSTITUTION PROCEDLTRES PARTla GENERAL 1.1 SUMMARY A. Section Includes: The procednre far requesting the appraval of sUbstitution of a produet that is not equivalent to a product which is speci�ied by descriptive or performance criteria ar de�ned by reference ta 1 or more of ihe fallowing: a. Name of manufacturer b. Name af vendor c. Trade name d. Catalog number 2. Substiiutions are not "or-equals". B. Der�iations firom tlus City of Fort Worth Standard SpeciFication l. None. C. Related Specification Sections include, but are not necessarily Iimit�d to: 1. Division Q— Bidding Requirements, Contract Forms and Conditions of the Contaract Z. Division 1— General Requirernents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Wark associated with this Item is considered subsidiary to the �arious items hid. No s�parate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 3a days after award of Cantract (unless noted otherwise}, the City will consider formal requests from Contractor far substitution o�products in place af those speciFied. 2, Certain iypes of equipment and kinds of material are describad �n Specifications hy rneans of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this m�thod of speciiying is used, it is noi intended to exclude from consideration other products l�earing oiher mar�ufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of mat�rial may be accepta�le substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinved production of products meeting specified requirements, or other factors beyond contral of Contractar; or., CITY OF F�RT WORTH N. Ri�erside Drive &om Golden Triangle to Keller-EIicks STANDA]tD CQTISTRUCTION SP�CIFiGATIQN DOCUMENTS Project #1Q1567 Revised July l, 2011 O125DO-2 SUBSTTTUTIOAI PROCEDUIiE5 P¢ge 2 af 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTAL5 A. See Request for Substitution Fornn {attached) B. Procedure for Requesting Substitutian 1. Substitution �hall he eonsidered oniy: a. After award of Contract b. LTnder the canditinns stated herein 2. Submit 3 co�ies of �ach written request for substitutian, including: a. Documeniation 1) Cornplete c3ata substantiating campliance of proposed substitution with Contract Dacuments 2) Data relating to changes in construction schedule, when a reduetian is proposed 3) Data relating to chang�s in co�t b. For praducts 1} Product identification a) Manufacturer's nama b) Telepho�e number and representative contact nanr�e c} Speci�cation Section ar Drawing reference of originally specified product, including discrete name oz tag number assigz�ed to original product in the Contract Documents 2) Manufacturer`s literature clearly rnarked to show compliance of proposed product with Contract Documents 3) I�emized comparison of original and proposed product addressing praduct characteristics including, but not necessarily limited io: a) Size b) Composition or matexials of construction c) Waight d) Eiectrical ar mechanical requirements 4) Productexperience a) Location of past projects utilizing product b} Name and telephone nun:�ber of persons associated with referenced prajects kno�vledgeable concerning proposed pr�duct c) Available field data and reports associated with proposed product 5) Sarnples a) Frovide at reyuest of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustratian drawings C.. Approval or Rejection Written approval ar rejee�ion of substitutian given by the City 2. City reserves the right to require proposed product to comply with color and pattern of sp�cified product if necessary to secure design zntent. 3. In the event the substitution is approv�d, the resulting cost and/or time reductian will be dacumented by Change Order in accordance with the General ConditiQns, Ci'TY QF FORT WORTH N. Riverside �i°ive fiom Golden Tiiangle to Keller-Hicks STANDARD CON5TRLTCI'iON SPECIFiCATION DOCLTNfLNTS Prpject #1 Cf 1567 Revised July 1, 2011 012500-3 Si7B5TIiUTIqN PROCE�URES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will ba rejected if: a. Sub�nittal is not thraugh the Contractor rviih his stam� of approval b, Request is not made in accordance with this Specification Sectinn c. In the City's opinion, acceptance will require substantial revision of the ariginaf design d. Tn the City's opinio�, substitutian will not perfortn adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT U�ED] 1.7 CLOSE�UT SUBMITTALS �NOT USED] 1.S MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASSURANCE A. In malcing request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or super�or in all respects to that specified, and that it will perform fixnction for which it is intended 2. WiIl provide same guarantee fax substitute item as for produet specified 3. Will coordinate installation of accepted suhstitution into Work, ta include building modifications if necessary, rnalcing such changes as may be required for Work #a be c�omplete in aIl respects 4. Waives all claims for additional costs related to substitution which subsequently arise l.ld DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FTELD [SITE] CONDITIONS [NOT USEDj 1.12 WARRANTY INOT USED] PART � - PRODUCTS jNOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CTI'Y OF FORT WORTfI lV. Ri�erside Ilrive from C:olden Triangle ko Keller-Hicks STAMDARD CONSTKUCI'IDNSAECIEICA.TION I�OCLTMLAITS Project #10IS67 Revised ]uly 1, 2011 O12S�4-4 SUSSTITUTiON PROCEDURES Page �} of a EXHTBIT A REQLTEST FOR SUBSTITUTION FORM: To: PROJECT: DATE: VV� hereby subxnit for your consideration ihe following praduct instead of tl�e specified itein for the above project: SECTIQN PARAGRAPH SP�CIF�`IED ITEM Proposed Substitution: Reason for 5ubstitution; Include compiete informatian on changes to Drawiwgs andlor Specifications whieh proposed substitution wi11 require fnr i#s prnper installation. Fil� in Blanks Be1ow: A. Will the undersigned contractor pay for changes to ihe buildin�; design, including engineering and detailing costs caused by the requested substitui�on? B. What effeet dnes substitution have on other trades? C. Differences hetween prapased substitutian and specified ite�n? D. Differenees in product cost or product delivery time7 E, Manufacturer's guarantees of the proposed and speciiied iEemS ar�: Eq�X Better (expl�in on attachnnent) The ur�dExsigned states that the function, appearance and quality are equivalent or superior to the specified it�m. Submitted By; For Use by City Signaiure as noted Firtn Address Date Telephone For Use by City: A}�proved City C1TY OF FQRT WORTI3 STANDARD CONSTRUC`iTON SPECIFSCAI"I03� DOCUMENTS Revised Iuly l, 2011 Recommended Nat reaommended By Date Remarics Date Rej ected Recomm�nded Received late N. Riverside Drive from Golden Triangle to ICsller-Hicks Peoject #i01567 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 SECTION 0131 19 PRECONSTRUCTIQN MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includas: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify eonstruction contract administratian procedures B. Deviations from this City of Fort Warth Standard Speci�icatinn 1. None. C. Related Specification Sections includa., but are not neeessaril� limited to: 1. Division 0— Biddi�g Requirem.ents, Cantract Forms and Conditions af the Contract 2. Division 1— General lZequirerr�ents 1.2 PRTCE AND PAYMENT PROCEDURES A. Measurement and Fayment Worlc associated �vith this Ifem is co�sidered subsidiary to the various items bitl. No separate payment will be allowed for this Ite�. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATTVE REQUIREMENTS A. Cnardination Attend greconstruction meeting. 2. Representatives of Contractor, st�bcantractors and suppliers attending meatings sha11 be qualified and authorized to act on behalf of the entity eac�i represents. 3. Meeting administered by City may be tape recarded. a. If recorded, tapes will be used to prepare minutes and retained by City far future reference. B. Preconsi7rruction Meeting 1. A precanstruction meeting will he held within 14 days after the execUtion of the Agr�ement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Proj ect Representative wi11 preside at the meeting, prepa�re the notes of the meeting and distribute copies of same to all participants who so request by fu11y com�pleting the attendance form to be circulated at the beginning o.f the meeting. 3. Attendanee shall include: a. Prt�ject Representative b. Contractor's projeet manager c. Gantraetor's su�erin�endent d. Any subconiractvr or supplier representati�es whom the Conts'actor may desire to invite or the City may request C1TY OP F�RT 1�VO�iTH 1�I. Ri�erside 17rive fi•om Golden Triangle to Keller-Hicks ST.�4NDARD CON3TRUCTIDN SPECiFCCATION DOCi73v�NTS Project #TO 1557 Revised �lugust l7, 2012 013119-2 PRECONSTRUCTTON MEETING Page 2 of 3 4. 5. e. Other City representatives f. Others as appropriate Construction Schedule a. Prepare haseline canstruction schedule in accordanee with Section O1 32 16 and provide at Preconstruction Meeting. b. Gity will notify Contractar af any schedule changes upon Notice of Preconstrruction Meeting. Prelimuaary Agenda may include: a. Introduction of Praject Personnel b. General Description of Proj�ct c. Status oi right-af-way, ntility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Sta�ting h. Progress Payrnents i. Extra Work and Cha.nge Order Procedures j. Field Orders k. Disposal Site Letter far Waste Material I. Tnsurance Renewals m. Payroll Certiiication n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Dacumentation of Pre-Canstruction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety PZans t. Confir�ed Space Entry Standards u. Coordination with the City's represeniativa for operations of existing �r+ater systems v. Storm Water Pollution Prevention Pian w. Caordination with otlZer Contractors. x. Early Warning System y. Coniractor EvaLuation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Rauting ee. Record Drawings ff. Temporary cQnstruction facilities gg. MlWBE or MBE/SBE procedures �. Final Acceptance ii. Final Paymant jj. Questions or Comnaents CTI'Y OF FORT W�RTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDARD CONS'i'RUCTION SPECIFiCATION DOC:i1MEI�f`I'S Project #1 O1S67 Revised tlugust 17, 2012 013119-3 PRECONSTRUCTTON MEL�TIlVG Page 3 of 3 1.� SUBIVIITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORIVIATION.AL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSUItANG`E [NOT iTSED] L10 DELIVERY, STORAGE, AND HANDLING [NOT USED� 1.11 FIELD [SITE] CONDITIOIVS [NOT USED] 1.12 WARItANTY [NOT USED] PART 2 � PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Re�ision Log DATE NANI� SLTMMARY OF CIIANGE CITY OF FORT WOATH N. Riverside Drive from Golden Triangie to Keller-Hicks STANDARD CONSTRUCTION SPECIFICAT'ION DOCUMENTS Prvject #I01567 Revised August 17, 2012 013120-1 PROJECT MEET[NCrS Page 1 of3 SECTION 013i 20 PRC}JECT MEETINGS PART1- GENERAL 11 SUMMARY A. Section Includes: Fravisio�s for project meetings throughout the construction period to enable orderly review Qf the progress oF the Wark and to provide for systematic discussion of potential problems B. Dewiations this City oFFork Worth Standard Specification 1. Nane. C. Related 5pecifica�ion Sections include, hut a�re not necessarily limifed to: 1. Division 0— Bidding Requirements, Cantract �`orms and Conditions of �he Contz�act 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measuz-ement and Payment 1. Vi�ork associated t�vith this Ttem is considered subsidiary to the various items bid. No separate payment will be allowed for this Ttem. 1.3 REFERENCES [NQT USED] 1.4 ADMINISTRATNE REQiJIREMENTS A. Coordination 1. Schedule, attend a�d administer as specified, periodic pragress meetings, and specially called me�tings throughout pragress of the Work. 2. Representatives af Contractar, subcontractors and suppliers attending meetitigs shall be qualified and authorized to act on behalf of the entity each represents. 3. Me�tings administered by City may be tape rec�rd�d. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. �. Meetings, in addition to tkose specified in ihis S�ctio�, may be held whan requested by the City, Engineear or Cot�tractor. B. Pre�Canstructian Neighborhoad Meeting 1. After the e�cecu�.an af the Agreement, but before canst�uction is allowed to begin, aftend 1 Public Meeting wfth affected residents to: a. Present projected schedule, including construciion start date b. Answer any coastruction related questions 2. Meeting Location a. Location afineeting to be detertnined by the City. 3. Attendess C1TY OF FORT WORTH N. Riverside Drive fx•am Goldan Triangle ta Keller-Hicks STANDARD CONSTRUC7'ION SP�CIFICATION DQCUMENTS Proje�t # L01567 Revised July i, 201 ] Dl 31 2D - 2 PROJECT MEETING� Page 2 af 3 a. Contraetor b. Pro3ect Repres�ntative c. Other City representaii�es 4, Meeting Schedule a. In general, the neighborhood meeting wi11 occur within the 2 weeks fnllowing the pre-canstruc�ion conferenee. b. In no case will construction be allowed to begin until this meeting is held. C. Pragress Meetings 2. 3. 4. Farmal project coordinatian meet�ngs will be held periodically. Meetings will be scheduled and administered by Project Representative. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be lirnited to: a. Coordinating shutdowns b. Installa�ion of pzpiag and equipm�nt c. �Coar�lination between other construction proj ects d. Resolution of construction issues e. Equipment approval The Project Representati�ve will preside ai progress meetings, prepare the notes of the zneeting and distribute copies oi the same to all participants who so request by fully compl�ting the atter�dance forim ta be eirculated at the beginning of each meeting. Attendance shall include: a. Contractox's project manager b. Contractor's superintendent c. Any subcontractor or supp�ier representatives. whom the Contractor may desire to in�ite ar the City rnay request d. Engineer's representatives e. City's representatives f. Others, as requeste�l by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous mee�ing b. FieId observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements �ith oiher f. �• h. i, J• k. m. n. o. construction contra.cts Carrective measures and pxocedures to regain projected schedule Revisions to constructzon schedule Progress, schedule, during suceeeding VLrork period Coardination of schedules Review submittal schedvles Maifltenance of quality standards Pending changes and substitutions Review pz•oposed chan�es for: I) Effect on construction schedule and on completion c�ate 2) Effeci on other contracts of the Project Review Record Documents Re�iew monthIy pay request CITY OF FOAT WQRTH N. Riverside Drive from Go3den Triangle ta Keller-Hicks STANDARD CONSTItUCTT07�I SPECIF'ICATTON DOCUMENTS ProjeCt #101567 Revised July 1, 2011 013120-3 PRO7ECT MEETAVGS Page 3 of 3 6. 7. p. Review status of Requests for IufQrmation Meeting Schedule a. Pragress meetings wi11 be held periodically as detet�nined by the Pxoject Representative. 1) Additional meetings may be held at the request of the: a) CiLy b) Engineer c) Contractor Meeting Location a. The Gity will establish a meeting lvcation. 1) Ta the extent practicable, meetings wi11 be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 1.7 CL05EOUT SUBMITTALS [NOT USED] LS MAINTENANCE MATERIAL SUBMIT'TAL� [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 1.11 �IELD [SITE] CONDITIONS [NOT USED] 1.12 WA�tRANTY [NOT USED] PART � - PRODUCTS [NOT USED] PART 3 - E�ECUTION [NOT USED] END OF SECTION Revision Log DAT� NAIvIE SUMMARY OF CHANGE CITY O� FOftT WOIATH N. Riverside Drive from Galden Triangle to Keller-Hicks STANDARD COi+lSTRUCTTOT�! SPECIFICATION DOCi]ML�NTS Project #I01567 Re�ised .Iuly 1, 20I 1 O13216-1 CONSTRUCTIOAIPROGRESS SCHEDUL.E Page I of l0 1 2 3 PART 1 - GF.NERAi� 4 1.1 SUNIlV�ARY SECTION O1 32 16 CONSTRUCTION SCHEDULE 5 A. Section Includes: 6 1. General reyuirernents for th� preparation, submittal, updating, status reporting and 7 zxxanagement of �e Constructior� Progress Schedule 8 2. Specific requirements are presen�ed in the City of Fort Worth Schedule Guidance 9 Document 10 11 B. Deviatians from this City of �'ort Worth Standard Specification 1. None. 12 C. Related 5pecification Sections includ�;, but are not necessarily limited ta: 13 1. Division 0— Biddang ReQuirements, Contract Forms and Conditions of the Contract 14 2. Division 1—General Requirements 1S 16 17 18 19 20 21 22 23 24 Z5 26 27 28 29 30 D. Purpose The Gity of Fort Wor�h (City) is comz�nitted to delivering quality, cast-effective infrastructure to its citizans in a t�naely manner, Akey tool to achieve this purpose is a }�roperiy structured schedule with accurate updates. This supports effective monitoring of progress and �s input to critical dec�sion making by the project manager throughaut the life of the project. Data from the updated project schedule is ut�ized iu status reparting to various levels of the City organi�ation and the citizenzy. This Document complements the City's StandardAgree�nent to guide the constructiou cantractor (Contractor) in preparing and submitting acceptable schedules for use by the City �n project delivery. The expectation is the performance of the wark follows the acceptad schedule and adhere �o the contraetual time]ine. The Contractor vvill designate a qualified representative (Project Scheduler) respansible for developing and updating the schedule and prepar�g status reporting as required by the Gity. 31 1.� PRICE AND PAYMIIVT PROCEDURE,.S 32 A. Measurement and Payment 33 1. Wark associated with this Item is considered subsidiary to the variaus items bid. 34 No separate payment will be allowed %r this Item. 35 2. Non.-campliance witk this spec�ication is grounds for City to witl�hald payment of 3b �e Contractor's invoices until Contractor achieves said cornpliance. 37 1.3 R�'ERE1rTC F�S 38 .A. Project Schedules CITY OF FORT WORTH Pi. Riverside from Golden Tri�ngle lo Keller-Hicks STANDARD CONSTRUCTION SPECIFICATION DbCT7MENTS C3ty Project#10156.7 Revised August 13, 2021 o� �2 �6 -2 CONSTRUCTIONPROGRESS SCIIEDULE Page 2 of 10 1 Each pro�ect is repre�entied by Ciry's master project schedule that encompasses the 2 entire seope of xctivities envisioned by the City to properly d�liver the work. When tbe 3 City contracts with a Contractorto perform constn�ction ofthe Work, the Contracior 4 will davelop and maintain a schedule for their scope of war� in aligz�ment with the 5 City's standard sehedule r�quirements as defined herein. The data and information of 6 each such schedule will be leveraged a:nd became integral in the master project 7 schedule as deemed appropriateby the City's Project Control Specialist and approved 8 by the City's Project Manager. 10 11 I2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 I . Master Project Schedula The rnaster projeet sehedule is a holistic representation of the scheduled activities and milestones foc the totalproject and be Critical Path Method (CP1VI} based. The City's Project Manager is accountable for oversight of the developmeni and mamtaining a mast�r project schedule for eachproject. When the City contrac� for the design andlor construction of the project, �he master prnject schedule will incorporate elements of the Design and Canstruction schedules as deemed appropr�ate by the Ciiy's Pxoject Controi Specialist. The assigned City Project Control Specialist creates and maintains the master prajeet schedule in P6 (City's scheduling soitware). 2. Construction Schedule The Contractor is responsible for deveioping ar�d maintaining a schedule for the seope of the Contractor's contractual requirements. The Contractor will issue an initial schedule %r review and acceptance by the City's Project Control Specialist and the Cily's Project Manager as a baseline schedule for Contractor's scope af work. Conkractaxwillissue current, accurat�updates oftheir schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that �ary widely in size, eomple7city and cantent requiring different scheduling ta effectively deliver each project. Th� City uses a "tiered" approach to ali.gn the proper schedule witk the criteria for each project. The City's Project Manager determmes ihe appropriate schedule tier far each project, and includes that designation and the associated requirements in the Contractor's scope of wark. The fflllowing is a summary oftY►e "tiers". 36 1. Tier 1: Srr�all Size and Short Duration Projeci (design not required) 37 The City develaps and mainta.ins a Master Project Schedule for the project. No 38 schedule submittal is required from Con#t'actor. City's Project Control Specialist 39 acquires any necessary schedule status data or information throug� dis.cussions with 4Q the respective party on an as-needed basis. 41 42 43 44 4S 46 47 �8 �}9 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the praject. The Coniractor id�ntifies "start" and "finish" milestone dates on key alements of their r�ork as agreed with the City's Project Manager at the kicicoff of their work effort. The Gantractox issues ta the Ciiy, updates to fhe "start" and "finish" dates for such milestones at the end of each monz� throughaut tbe life af their work on the project. 3. Tier 3: Medium and Large Size a.nd/ar Complex Prajects Regardless of Duration CZTY OF FOiZT WORTII N. Riverstde from Colden Triangle Eo Keller-Hicks STANDARD CONS'I'RUGTION SPECIFICATION D�CUMENT3 Ciry Project #1�15G7 Revised August 13, 20�1 UI a216 -3 CONSTRiTCT10NPROGRESS SCH�I3UL� f'age3of16 1 The City de�elops and maintairis a Master Project Schedule for the project. The 2 Contractor develops a Basel�e Schedule and mait�tains the schedule of their 3 respective scope of work an the project at a level of detail(generally Leve13) and in 4 alignment with the WBS st�ucture in Section 1.4.H as agreed by th� Project 5 Manager. Th.e Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) a� the end of eac� month throughout the 3ife of their work on the 7 project, 8 C. Schedule Typ�s 9 Project cielivery for t4�e City utilizes twa types of schedules as nated helow. The City 10 develops a�d maintains a Master Project Scheduie as a"base�ine" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a"progress" 12 schedule. The Contractor prepares and submits each sehedul� type to fulfill their 13 contractual requirem�nts. 14 15 1. Baseline Schedule 16 The Gontractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment wrth tt�is specif'ication. Once reviewed and accepted by th� ]8 City, it becomes the "Baselu�e" schedule and is the basis against which alI progress 1� is measured. The baseiine sehedule will be updated �vhen thera is a change 4r 20 addition to the scope af work impacting th� duration of the work, and only after 21 rec eipt of a duly au�harized change ord�r is sued by fhe City. In the eveni progress is 22 significantly behind schedul�, the City°s Project Manager may authorize an update 23 to the baseline sebedul� to faciiitate a mare practical evaluation oiprogress. An 24 exarnple of a BaseIine Schedule is provided in Specification Q1 32 16.1 25 Canstruction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each: month to represent the 29 progress achieved in the vvork which ineludes any impact from authorized changes 30 in the work. The updated schedule �nust accurately reflect the current status ofthe 3� work at that point in time and is referred to as the `�rogress Schedule". The City's 32 Project Manager and Project Contral Spacialist reviews and accegts each progress 33 schedule. In the event a progress schedule is deezned not acceptable, the 34 unacceptable issues are identified by the Ciry within 5 working days and the 35 Contractor must provide an. acceptable progress schedule within 5 working days 36 after receipt of non-acceptance notif'ication. An example of a Progress Schedule is 37 proeided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standar� Schedule requirements 4Q The following is an aver�iew of the methodology for developing and mait�tainir�g a 41 s chedule for delivery of a project. CI'I'Y OF FORT W ORTH N. Rtverside from Golden Triangle �o Kelle�•-Htcks ST`AN17Al2� CONSTRiJCI'ION SPECIFICATI�N DOCiJMCNTS City Pro�ea #1p15B7 Revised August 13, 2021 ai 3z �� -a CONSTRUCTIOIV PKOGRESS SCHEDULE Page 4 vf 14 1 2 3 � S 6 7 8 9 IO 11 12 13 14 15 r6 17 1$ 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 �0 +�1 42 43 44 4S 46 47 1. 5chedule Framework - The schedule willbe based on the defined scope of work and follnw the (Critical Path Methodology} CPM method. The Contrac#or's schedule urill align with the requirements of this specificatian and will be east doaded to reflect their plan for axecutian. Complian.ce with costi Ioading ean be pravided with irad'rtional cost loading of line items OR a projected cost per manth for the project when the iniHal schedule is submitted, updated on a quarterly 1�asis is sigaificant change is antieipated. �vera.11 schedule duration will al�gn with the contt'acivalrequirements fvr the respective scope of workand be reflected in City's Master Project �eh:edule. The Pro,�ect Number and Name o£the Project is required on each schedule and must match the City's project data. E. Schedule File Name AIl schedules subrnitted to the Ciiy for a project will have a file name that begins with the City's pro,ject n�arstber follawed by the na,rne of the praj'eet %llowed by basedine (if a baseline schedt�e) or the year and month (if a progress schedule), as shownbelow. • Baseline Schedule File Name Format: C�ty Project Number Project Name Baseline F�atnple: 101376_North Montgomery Sireei HMAC Bas�line o Progress Schedule File NaYr�e Fnrmat: Ciry ProjectNumber_ProjectNaame YYYY-I�IM Example: 101376 North Montgomery Street IIMAC 2018 flI o Project Schedule Frogress Narrative File Name Format: City ProjectNumber ProjectName PN YYI'Y-MM Example: 101376 North Montgomery Street HMAC PN 2p1S_Q1 F. Schadule Templates The Cantractor willutilize the relevant sectians from the City's templates provided in the City's document management syste�m as the hasis for creating their respective project schedule. Specifically, tk�e Contractor's sehedule vvill align with the layout of the Canstxuction seetion.. The templates ar� id�ntif�ied by type o�project as noted belaw. � Arterials � Aviation � Neighborhaod Streets � Sidewalks (later) m Quiet Zones {]ater) � Street Lights (later} + Intersecti�n Improveraaenls (iater) • Parks • Storm water � Street Maintenance � Traf£ic � Water 48 G. Schedule Calendar C1TY OF FORT WORTH N. Riveeside From Golden Trlangle m KQlter-Hicks S7'ANDARD CONSTRIlCiI�pN SPEC]FICATION DOCUMENTS City Project #IO15G7 ltevised August 13, 2021 01 32 l6 - 5 CONSTRUCTIONPROGRESS SCHEDULE Page 5 of 1Q i The City's standard calendar for schedule cievelapment purpa�es is based on a 5-day 2 workweek and accounts for the City's eight standard holiciays (New Years, Martin 3 Luther King, Memorial, Independence, Labar, Thanlcsgi�+ing, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part af the schedule 5 development pracess and provicle to the Project Control Specialist as part of the basis 6 for their schedule. Va�riations betwaen ihe City's ca�endar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 10 H. WBS & Milestone Standards for Schedule De�elopment 11 The scope of work to ba accomplis�edby the Contractor is represenbed in the schedule 12 in the forrn oF a Work Brealcdown Structure (WBS}. The WBS is the basis for the 13 developm�nt of the schedule ac�vities and shall be imbedded and depicted in the 14 schedule. 15 16 17 1� The following is a summary of the standards to be followed in preparing and maintaining a schedule �or project delivery. 19 1. Contractar is required to utilize the City's WBS structure and respective 2p project type template for "Constructian" as snownin Section 1.4.Hbelow. 21 Additional activities may be added to Levels 1- 4 to accammadate the needs 22 of the organizatian execut�g the work. Specifically the Contracfor will add 23 activiti�s under WBS �S�XXXX.80.83 "Construction Executioz�" that 24 delineates the activities associated with tl�e various com�onents of the work. 25 26 2. Contractor is required to adhexe to the City's Standa�rd Milestones as shown 27 in �ection 1.4.I t�elow. Cantractnrwillinc3ude additional milestones 28 representing intermediate deliverables a� reQu�red to accurake�y reflect their Zq scope of �ork. 3Q 31 I. ScheduleActivities 32 Activities are t�.e discre�e elements af work thai make up the schedule. They will be 33 arganized �nder the umbrella of the W'BS. Actiaity descriptions should adequately 34 descri6e the activity, and in some cases the extent of the activity. All actit�ities are 35 logzca�ly tied with apredecessor and a successor. The only exceptian to this rule is for 36 "projeet start" anci "project fin�sh" milestanes. 37 38 The activity duration is based on the physical arnount of work to be performed forthe 39 sta.ted activity, with a maximum duraiion of 20 workiug days OR a continuous activity 40 in one �ocation. If the work far any one activiry e�ceeds 20 days, break that activiry 41 dawn incremental�y to achieve this duration consiraint. Any exception to this requires �42 revier�+ and acceptance by the City's Projeet Contral Specialist. 43 q4 ]. Change Orders 45 When a Change Order �s issued by the City, the impaet is incorparated inta the 46 previously acc�pted baseline scnedule as an update, to clearly show ut�pact to the 47 project time�ne. Th� Contractor submits this updated baseline schedule to the City for CiTY OF FORT WORTH N. Rlverslde from Golden Trtangle to Keller-I-Iicks STANDARD CONSTRUCTiON SPECIFICATIaN bOCUMS]VTS City Pro;ject #1015G7 Revisad August 13, 2D21 Ol 32 16 - 6 GONSTRUC`P10NPROGRCSS SCHEDULE Page 6 of 10 1 Z 3 4 5 6 7 8 9 1Q 11 12 L� 1�} 15 16 17 18 19 20 21 22 23 24 25 26 z� 28 29 30 31 32 33 3� 35 36 37 38 39 40 41 42 43 44 45 46 47 review and acceptance as descrbed in Section 1.5 below. Upda#cd baseline schedules ad�ere �a the following: 1. Time extensions associa�ed with approved contract modifcations are limited tn the actual aanaunt of time the project activities are antici�aated to be delayed, unless otherw i�e approved by the Program Manager. 2. The re-basalined sch�dule is submitted by the Coni�actor withi�a ten workdays after the date of receipt of the apparflved Change Ordex. 3. The changes rn logic or durations approved by the City are used to analyze tke impact of the cl�ange and is included in the Change Order. The coding far a new activity(s) added to tbe schedule for the Change Order includes the Change Order nuxnber in the Activity ID. Use as many activzties as needed to ac�urately s�ovs+ the work of the Change Order. R�v�sions ta the base�ine schedule are not effective until accepted by the City. K City's Work Breal�dawn Strueture WBS Code WBS Name XXXX�LX Praject Naxnc XX��.3Q Design �XXX.3Q.10 Design Contractor Agreement XXXXXX.30.20 ConceptualDesign (30%} XXX��.30.30 Preliminary Design (60%) XXXXX��.30.40 Final Design �X.3�.50 Enviranmental �x.�a.6o r��,�� X��XXXX.30,60.10 Permits - Identification XXXXX��.3a.60.20 Permits - Re�iewlApprove �i;XXXXX.40 ROW & Eascments XX��XXX.4�.10 ROW Negotiations XX��X��X.4Q.20 Condemuatinn XXI�XXX.9q Utility Relocation �i;XX��.70.10 Utility Relocation Co-ordinatian �: KXXXX.80 Cans#ruetian XX�X.80.81 Bid and Award �XYXX.80.83 �Constructian E�ecution XX��XXX.80. 85 Ix�spection XXX��X.S0.86 Landscaping XXX7��.90 Closeout XXX��.90.10 Canstruction Conh•aci Close-out XX��Y.90.44 Design Contract Closure L. City's Standard Milestones The fnllowit�g milestone aeti�ities (i.e., ifnportant avents an a project that miark critical points in time} are af particular interest to the City and rnust be reflected iri the project scb:edule for all phases af work. CITY OF FORT VVORTH �1. Riverside froro Golden Triangle fa i<eller-Hfcks STANDARD CON3TR[7GTION SPECIFLC;AT[ON D(?Cl1MEN'C5 Cuy Aroject #101567 Revised August l3, 2021 Ol 32 I6 - 7 CONS`PRUCTION PRQGRESS SCHEDUL� Page 7 of i 0 1 2 3 4 5 6 7 S 9 10 ll 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 1.4 40 41 42 �3 44 45 4b Acfiivitv ID Ac�i�vit.y Name Design 302Q AwardDesignAgreement 3040 Issue Notice to Praeeed - Design Engineer 3100 Design Kack-off Meeting 3120 Submit CanceptualPlans to Utilities, ROW, Trafiic, Parks, Storm Water, Water & Sewer 315d Peer Review Meeting/Design Review meeting (technical� 31b0 Conduct Design Public Meetin� #1 (xequired} 3170 Conce�tualDesign Complete 3220 Submit Preliminary Plans and 5pecif'icati�ns to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Publ�c Meeting #2 (required} 3260 Prelimiiaary Design Complete 3310 Submit Final Desigr� to iJtilities, ROW, Traffic, Parks, Storm Water, Water & �ewer 333Q Conduct Design Publie Meeting #3 (if required) 3360 Final Design Camplete ROW & Easements 4000 Right of Way Start 4230 Right of Way Coinplete Utility Reloca#ion '7000 Utilities Start 7120 Utilities Cleared/Complete Construction Sid and Award S 110 �tart Adverti�ement S 150 Conduct Bid Opening 824Q Award Constructian Contract ConstrucYion F.�eecution 833Q Conduct Construetion Public Meeting #4 Pr�-Construction 8350 Canstruction Start 8370 Substantial Compleiion 854� Constructiaz� Campletion 9130 Notice of CompletianlGreen Sheet 9150 Construetion Contract Closed 9420 Design Cantract Closed SUBNIITTALS 1�. Schedule Submi�tal & Review The City's Project Manager is respansible for reviews and acceptance of the Contractor's schedule. The City's Project Cantrol Specia3ist is respans�ble for ensuring alignment of the Contraetor's bas�line and progress schedules wrth the Master Praject Schediile as support to the City's Praject Manager. The City revievvs and accepts arrejects the schedule within ten workdays of Contractor's submittal. CI`CY DF FQItT WORTH IV. Rtverside fiam Golden Tda�igle to Keller-l-Eicks STA.NDARD CaNSTRUCfION SPECIFiCATIdN DOCUivIENTS CityProject #101567 Iievisad August 13, 2021 Ol 32 l6 - 8 COAISTRUCTIONPROGRE55 SCF3EDULE Page.8 of 10 4 S 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Schedule Format The Contractor will submit each schedule in twa electronic forras, one in native file format (.xe�, .xml, .rra�x) and the second in apdf farmat, in the City's docurnent manage�ent system in the lonation dedicated for this purpose and identified by the Praject Manager. In the event the Contractnr daes not use Primavera P6 or MS Project for scheduling purposes, the schedule infarmatian must be submitted irs .xls or .xlsx farmat in eompliance with the sarnple ]a.ya�xt (See Specification O1 32 15.1 Construction Project Schedule Baseline Example), inciuding activity pred�cessors, successars and total flaat, 2. Initial & Baseline Schedule The Contractor wi11 deve�ap their schedul� fax their scope of waxk and submit thei� initial schedule in electranic form (in the file formats noted above), in the City's document managament system in the location dedicated far this purpose at least S worki�g days prior to P�e Consttuction Meeting. The City's Praject Manager and Project Contr�l 5pecialist review this initial schedute to determine alignment with the Ciky's Master Project �chedule, including format & WBS structure. Following the City's revi��v, feedback is provided to the Contractor for th�ir use in finalizing their initial schedule and issuing {within fave warkdays) theie Baselir�0 Schedule for fmal review and acceptance by the City. 23 3. Progress Schedule 24 The Contractor willupdate and issue their project schedule (Progress Schedule) by the 25 last day o,f each rnonth throughout the life af their work on the project. The Progress 26 Schedule is submi�ted in electronic form as rzoted above, in the City's document 27 management system in tl�e �ocation dedicated for this purpase. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4S �46 �47 48 49 The City's Project Ca�trol team re�ie�vs each Progress Schedule for data and information that support the ass.essment of the update to the sckedule. In the event data or infarmatian is missing or incomplet�, the Project Controls Specialist cammunicates directly with the Cantractor's scheduler for providing same. The Contractor re-submits the corrected Progz�ss Schedule within S workdays, following th� submittal pracess noted above. The City's ProjectMaraager and Project Control Specialist review the ContY'actor's progress schedule for acceptance and to moniior performanc e az�d progress. The following list of items are required to ensure proper status information is contained in tha Progress Schedule. o Baselin� Start date � Baseline Finish Date � °fo Complete � Float • Activity Logic (dependencies) o Ct-itical Path � Activities added or dei�ted � Expected BaseIuje Fin�sh date � Variance to the Baseline Finish Date Cl'T'Y OF FQRT VJORTH N. Rtverside �rom Gaiden TrYangle to 1{eller-Hicks STANDARD COI�fST8UCT10N 5PECIFICATION DOCUMENTS City Pro,Ject #101567 Revised August I3, 2021 Ol 32I6 -9 CONSTRUCT30NPROGRB55 SCkIEDLT[.� Page 9 af 10 1 2 3 � 5 G 7 8 9 IO lI 12 13 14 15 B. Mont�ily Construction Status Repart The Contractar submits a written status report (referred to as aprogress narrative) at the manthly pragress meeting (if monthly meetings are held) or af the end of eacb month to accompany the Progress Schedule submittal, using the stanc3ard format provided in Specification O 1 32 16.3 Constructian Project Schedule Progress Narrai�ve. The content of the Construction Project Schedule Progress Narrative should be concis� and complete to include only changes, delays, and anticipated prablems, C. Submittal Pracess + Schedules and Monthly Constructian Status Reparts are submitted in in the City's doc�ament rnanagement system in the location dedicated for this purpase. • Once the project has been completed and Final A�captance has been issued by t�e City, no further pxagress schedule5 ar cons�-uction status reparts are required frnm the Con�ractor, 1. 16 1.5 ACTION SUBMITTALSIINFORMATIONAL SLTBNIITTALS [NOT U�ID] 17 1.6 CLOSEOUT SUBMITTALS [NOT USID] 1& 1.7 MA.INTINANCE MATERIAL SUBNIITTALS [NOT USID] 19 L8 QUALITY �iSSIIRANCE 2Q 21 22 23 24 25 A. The person preparing and revising the construction Progress Schedu�e shall be experienc�d in the preparation of schedules of sunilar complexity. B, Schedule and supporting documents addressed in this Specification shall be prepared, updated and revise$ to accurately reflect tkae performance of the construction. C. Cantractor is responsxble for the quality af all submittals in this seetion meeting the standard of care far the construction industry for similar projects. 26 1.9 DELIVIItY, S'PORAGE, AND �IANDLING [N�T i7SED] 27 � 29 30 31 32 33 1.10 FIELD [SITEj CONDITIONS [NOT USID� 1.11 WARRANTY [NOT USID] 1.12 ATTACHII�NT� Spec 01 32 16.1 Constructian Projeet Schedule Baseline E�ample Spec 0132 16.2 Consiruction Praject Schedule Progress �xample Spec 0132 1b.3 ConstructionPro�ectScheduleProgressNarrative GITY OF FQTtT WOR`FH N. Riverside finm Go�denTrtangle toKetler-Hicics STANDARD CONSTRi1CTIaN SPECiFICATION DOCi1MLNTS Ci�y Project #1015G7 Ae�ised August 13, 202i ql 32 lb -10 CONST RUCT IO� P ROGRESS SCHEDUI,B Page 10oi ]0 PART � - PRODTJCTS �NOT USID] FART 3 W EXECUTION [NOT i75II)] 4 END OF SECTCON Revision I.og DAT� NAME ST.JMMARY OF CHANGE 8/13l2021 Michael Owven ��ised to update speeiiication requuements and eliminate duplicate schedule specifications. 6 CITY OF FORT WORTH N, Riuerslda from Colden Triangle to 1Celler-Hicks 5TANDARD CONSTAI)CTION SPECIFICATION DOCUMEi�lTS Giry Projectl�1015fi7 Revised August 13, 2Q21 pl 32 33 - I PRECON3TRUCTIQN VIDEO Page I of 2 SECTTON D132 33 PRECONSTRUCTION VIDEO PART1� GENERAL 1.1 SLTMMARY A. Seciian Includes: 1. Administrative and pracedural requirements for: a. Preeonstruction Videos B. Deviations fram this City of Fort Worth Standard Specification I. None. C. Related Spacification Sections include, but are not necessarily limited to: 1. Di�ision 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1-- General Requirements 1.2 PRICE AND PA�'MENT PROCEDURES A. Measurement and Pay�nent 1. Work associated with this Item is considered subsidiary to the various iterns bid. No separate payment �will be ailowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUTREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alig�nent, including all areas in th� vicinity af and to be af€ected by construction. a. Provide digital copy of videa upon request by the City. 2. Retain a copy of the precanstruction video ur�til the end of the rnaaintenance suraty period. 1.� SUBMITTALS [NOT USED] 1.6 ACTION SLTBMITTALS/INFORMATIONAL SUSMITTALS [NOT [TSED] 1.7 CLOSEOIIT SUBMITTALS [NOT USED] 1.S MAINTENANCE MATERiAL SUBNIITTALS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANI)LING [NOT USED] 1.11 FIELD [SITE� CONDITTONS [NOT USED] 112 W�RRANTY [NOT USED] PART � - PRODUCTS [NOT USED] CITY OT �'ORT WORTH N. Riverside Drive fram Golden Triangle Go Kellar-Hicks STANbARD CO3�I5TRUGTION SPECIFICATIaN DOCLIMLNTS Project ##1q156i Revised July 1, 2a11 013233-2 PRECONSTRUCTION VI�EO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF GHANGE CITY OF FOR'C WORTH N. Riverside Dri�e i'rom Golden Triangle to Keller-Hicks STANDARD CONSTAUCTiQN SPECIFICATION DOCLJIv1ENT5 Qroject #101557 Revised Ju[y 1, 2011 O] 33 00 - 1 SUDMI7"CAi.S I'age 1 of S SECTION 0133 40 SUBMITTALS PART1- GENER�L 11 SUMMARY A. Section Includes: General inethods and requirernents of submissions app�icable to the following Work-related 5ub�xuttals: a. Shop Drawings b, Product Data (inciuding Standard Product List submittals) c. Samples d, Mack Ups B. Deviations from this City of Fart Worth Standard Speci�ication L None. C. Related Sgecification Sections include, but are not necessarily limi�ed to: Division 0— Bidding Requirements, Cantract Forms and Conditians of the Conh'act 2. Di�ision 1— General Requiurements 1.2 PRICE AND PAYMENT PROCEDURES A. M�asurerr�ent and Payment Work associat�d with this Item is considered s.ubsidiary to the various items bid. No separate payment will be allawed for this Item. 1.3 REFERElVCES [NOT USED] 1.� ADMINiSTRATIVE REQUIREMENTS A. Coordinatian 1. Notif� the City in writing, at the time of subrnittal, of a�y deviations zn the subnrzittals from the requireinents of the Contract Documents. 2. Coordination af Suhmittal Times a. Prepare, priaritize and transmit aach submittal sufficiently ir� advance of perfarming the related Work or other applicable activities, or wi�hin the tim� specified in the indavidual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by pracessing tixnes including, but not limited to: a) Disapproval and resubmittal(if required) b) Coordir�ation with other submittals c} Testin.g d} Purchasing e) Fabrication � Delivery g} Similar sequenced activities c. No extension of tiine wi11 b� autharized because of the Cont�ractar's failure to transmit submittals suf#'iciently in advance of the Work. CTI'Y OF FORT WOItTH l�f. Riverside Drive from G41den Triangle to I�elier-Hicks STANQARb CONSTRT3CTION SPECTFICATIpN DOCCTMENTS Project #1�1567 Revised Decemher 20, 20i2 ni33oa-z S�MiTTALS Page 2 oF8 d. Make submit�als promptly in accordance with approved schedule, and in such sequence as to cause no dela� in the Work or in ihe work of any ather contractor. B. Subtnittal Numbering When submitting shap drawings or samples, utilize a 9-character submittal crass- reference identificatian numbeting sy�tem in the following tnanner: a. Use the iirst 6 digits of tbe applicable Specification Seetion Number. b. For the next 2 digits nu��nber use number.s O1-99 to sequentially number each initial se�arate item or drawing sub�nitted under eac� specific Section nurnber. c. Last use a letter, A-Z, indicating the resubmissian of the same drawing (i.e. A�2nd sub�nission, B-3rd submission, C=4th submission, etc.). A typical sub�nittal number would be as follows: 03 30 Oa-Q8-B 1} 03 3a 00 is the Specifcation 5eetion for Concrete 2) Q8 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmissian) of that particular shop drawing C.. Contraetar Certification Review shop drawings, product data and samples, ineluding those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction critaria c. Catalog numbers and si_milar data d. Canformance with the Contract Documents 2. Provide each shop drawzng, sarnple and product data submitted by the Contractor with a Certificatian Statement affixed including: a. The Contractor's Company name b. Signature of subznittal reviewer c. Certi�eatian Statement 1} "By this sub�nittal, I hereby represent that I have determined and veri�ed field measurernents, field constructian criteria, materials, ditnensians, eatalog numbers and simila�r data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fo1d shop drawings larger than S'/i inches x 11 inches to 8%2 inches x I 1 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Caver Sheet 1} Description oiPacket 2) Contractar Certification b. List of items / Table of Contents c. PxoduCt Data /Shop Drawings/Samples /Calculations E. Submittal Con�ent 1. The date of submission and the dates of any pre�ious subrnissions CTTY OF SORT WORTH I*1. Riverside Drive from Golden Triangle ta Keller-Hicks S'I'ANDARD CONSTRUCTiON SPECTFICATION DOCUMENTS Project #101567 Revised December 20, 2012 013300-3 SI�MITTALS Page 3 of 8 F 2. The Project title and number 3. Contractor i.dentification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Idenkificatian of the product, with the Speci�'ication Sectian number, pag� and paragraph(s) 6. �'ield dimansians, clearly identified as such 7. Relation ta adjacent or critical features af the Worlc or materials 8. Applicable standard�, sueh as ASTM or Federal Speei�'ication numbers 9. Identiiica�ion by highlighting oi d�viations from Contract Documents 1 D. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps Shop Drawings 1, As specified in ind�vidual Work Sections includes, but is not neeessarily liznited to: a. Custom-prepared data such as fabrication and erection/installatian (working) drawings b. Schedulad information c. Setting diagrams d. Actual shap�rork manufacturing instructions e. Custotn templates f. Speeial w�irin� diagrams g. Coordinatian drawings h. Individual system ar equipment inspection and test reports including: 1) 1'erfotmance c�rves and certiiications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b, Wkere correet fabrication of the Wor� dapends upon field measurements 1) Provide such measurements and note on the drawings prior to submitti�g for approval. G. Product Data 1. For submittals of product data for products in:cluded on the City's Standard Product List, clearly identify each item selected for use on tl�e Project. 2. For submittals of product data far products nat included on the City's Standard Product List, submittal data may include, but is riot necessarily litnited tp: a. Stanciard prepared data for nnanufactured products (sometirnes referred to as ca#alog data} 1) Such as the manufaettrrer's product speci�ication and in�tallation instructions 2) Availabitity of colors and patterns 3} Manufacturer's printed statements ai compliances and appjieability 4} Roughing-in. diagrains and templates 5) Catalog euts 6) Product phntographs CiT'Y OF FORT WORTH N. Aiverside Drive from Golden Triangle ta Ifeller-Hicks BTANDARD CONSTRUCTiON SPBCIFICATION I)OCUMENTS Project #1 D 1567 Revised December 20, 2012 a� 3300-� suan�ir'rai.s Page 4 of 8 7) Standard �iring diagrams 8) Printed performance curves and operational-range diagratns 9) Praduciion or quality cantrol inspection and test reports and certificatians 10} Mill reports 11) Product operating and maantenance instruetions and recom�nended spara-p.arts listing and printed product warranties 12) As app�icable to the Work H. Sasnples 1. As specified in indi�idual Sections, include, but are nt�t necess.ar�ily limited to: a. �'hysical e�camples af the VVork such as: 1) Sections of manufactnred or fabricated Work 2} Srnall cuts or containers of materials 3} Complete units of repetitiv�ly used praduets colorltexturelpattern swatches and range sets 4) Specimens for coordinatian of visual effect 5) Graphic syrnl�als and units of Work to be used by the City far independent inspection and testing, as applicable to the Work I. Do not start Wark requiring a. shap drawing, sample or product data nor any matarial to be fabri.catad or installed priar to the approval or qualiiied approval of such item. 1. Fabrication performed, materials purchased or on-site construetion accompiished which does nnt canfortn to approved shop drawings and data is at the Contractor's risk. 2. The City will not be �iable for asay expense or delay due to corrections or remedies required to accomplish conformity, 3. Complete praject Work, materials, fabrieation, and installations in confortnance with approved shop drawings, applicable sa�nples, and product data. J. Submittal Distribution Electronzc Distribution a. Co.niirm development of Project directory for electronic submit�als to be uploaded to City's Buzzsavv site, or anather external FTP site approved by the City. b. 5hop Drawings 1) Upload submittal to d�signatedproject directory. and notify appropriate City representatives via email of suhmittal posting. 2) Hard Copies a) 3 copies for all submit�als b) If Contractor requires more than � hard copy of Shop Drawings reiwrned, Contractar shall subinit more than the number of eopies Listed above. c. Praduct Data 1} Upload submittal to designated project direotory and notify appropriate City �•epresentati�es via email of submittal posting. 2) Hard Copies a) 3 copies for all su�mittals d, Sainples 1) Distributed to the Project Represenfative 2. Hard Copy Dishibution (if rec�uired in lieu of elect�•onic distribution) CITY OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDARD CDNSTRUCTiqN SPECIFICATiON DOCUMEN'T'S Project #101567 Revised Decein6er 20, 2012 0133DU-5 SUBMITTAI.S Page 5 af 8 a. b. Shop Drawings 1) Distributad to the City 2) Copies a} 8 copies for meehanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 capies of Shap Drawings re�urned, Contracior sliall s�bmit more than the number of copies listed above. Product Data 1) Disiributed to the City 2) Copies a} 4 copies c. �amples 1) Distrihuted to the Project Representative 2} Capies a) Submit the number stated in the respective Specification Sections. Distribute reproductions af approved shop drawings and copies of approved product data and samples, where required, to the j ab site file and elsewhere as direct�d by the City. a. Provide number of copies as directed by tha City but not exceeding the number previously specified. K. Submittal Review 2 3. 4. The review of shop drawings, data and samples will be for general confarn�ance with the design eoneept and Contract Documents. This is not to be construed as: a. Permitfiing any departure from the Cantract requirements b. Relieving the Contractar of responsibility for any errors, inclucling details, dimensions, and materials c. Approvirig departures from details furnished by the City, except as otherwise provid�d herein The review and approval of shap drawings, sarr�ples or product data by the City does not relieve the Contractor fronn hisllier responsibility with regard to the fulfillment of the terms af the Cont�•act. a. All risks of error and omission are assumed by the Coniractar, and the City will have no responsibility therefore. The Contractor remains responsible for details and accui�cy, for eoordinating the Worlc with all other associated work and t�ades, for selecting iabrication processes, for techniques of assem.bly and for perfornung Work in a safe manner. If the shop drawings, da.ta or samples as suhmitted describe �ariations and show a departure frorn the Contract requir�ments which City finds in he in the interest of ihe City and to be sa minar as not to involve a cl�ange in Contract Price or time for periarrnance, the City may return the reviewed drawings without noting an exception. Submittals will be xefiurned to the Contractor under I of the following eQdes: a. Cade 1 1} "NO EXCEPTIONS TAKEN" is assigned when there are no natations or comments on the submittal, a) Wh�n relurned under this code the Contractor may release the equipment andlor material for rnanufacture. b. Cade 2 CITY OF FORT WORTH N. Riverside Drive frqm Galden Triangle to Kellar-Hicks STANDARI] CONSTRLTCTION SPECiF[CATI03� DOCUMENTS Pz•ajecc #1q15b7 Revised December 2D, 2012 6l 33 00 - 6 S[J�M1T'I'ALS Pa�e 6 of 8 1) "EXCEPTIONS N�TED". This code is assigned when a confirmation o.f the natations and cottunents IS NOT reyuired by the Contractor. a) The Gontractor may release the equipment or tnate�rial for manufaeture; however, all natations and comrneats must be incorporated into the final product. c. Cade 3 1} "EXCEPTIONS NOTED/RESUBMIT". This comhination of codes is assigned when notations and camments are extensive enough to require a resubmitial of the packag�. a) The Contractor may release the equipm�nt or material for manufacture; howe�er, all nafatians and comtnents must he incorporated into the final product. b) This resubmittal 'ts to address all cotnm.ents, amis�ions and non-conforn�ing items that were noted. c) Resubmittal is to be received by the City within 1 S Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the �ubmittal does nat meet the intent of the Contract Documents. a} The Contractor must resubinit the entire package re�ised to bring the submittal into confonnance. b} It may be necessary to resubmit using a dif%rent manufactuxerlvendor to meet the Contract Documents. �. Resubmittals a. Handled in the same manner as �rst submittals 1) Corrections other than requested by the City 2} Marked with revision triangl� or other siinilar method a) At Coniractor's risk if not marked b. Submittals t'ar eaah item will be reviewed no more than twice at tha City's expense. 1) All subsequent reviaws wijl be perf�rtned at tirr�es convenient to the City and at the Conhactor's expense, based on the City's ar City Representative's then prevailing rates. 2) Provide C�antractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for mare than 1 resubmission or any other delay in obtaining City's review af submittals, will not enfitle the Contractor to an extansion of Contract Tune. 7. Partial Subinittals a. City reserves the right to not re�view subia�ittals deeined partial, at the City's di�cretion. b. Submit�als dae�ned by �11e City to be nc�t carnplete will be returned to the Cont�ractor, and will be considered "Not Approved" until resubmitted. c. The City may at its optian provide a list or mark Y.he subrnittal directing the Contracfor to the areas that are incomplete. 8. If the Contractor considers any correetion indicatec� on ihe shop drawings to constitute a change to tlae Contract Docuinents, then written natice must be provided thereof to the City at leas� 7 Caiendar Days prior to release for manufacture. C1TY OF FORT WqRTH N. Riverside Drive from Golden Triangle to Keller-Nicks STANDART] COI�ISTRUCTION 3PECIFiCATIDN DOCC7MENTS Praject #L01567 Revised December 20; 20i2 U133�0-7 SUBMITTALS Pa$e 7 of & 9. When the shop drawings have �een completed to the satisfaction of the City, the Conkractox may carry out the const�ruction in aecordance there�vith and no f�rther changes therein except upon written instructions frorn the City. 10. Each submittal, apprapriately coded, will be reiurned within 30 Calendxr Days foilawing receipt of submittal by the City. L. Mock ups 1. Mock Up units as s.pecified in individual Sections, include, but are no� necessarily limited to, coinplete unrts oi tha standard af acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or wnen directed. M. Qualifications l. If specificaIly required in other Sectians of these Spe.cifications, subinit a P.E. Certificatian for each item require�l. N. Request for Information {RFn Con.tractor Request for additional infarmation a. Clarifieation or interpretation of the contraet dacuments b. When the Contractar beliaves there is a conflict betweet� Contract Documents c. When the Contractor believes there is a canflict between the Drawings and Specifications 1} Identify the conflict and reQuest clarification 2. Use the Request for In%rmation {RFI) fonn prnvic�ed by the City. 3. N�.unbering of RFI a. Prafix with "RFI" follovS+ed by series number, "-�", beginning with "O 1" and increasing sequentially with each additional tratismittal. 4. Sufficient information sha31 be attached to pernait a written response without furkI�er informatian. S. The City will log each xequest and will review the request. a. If review of the pr�jeet it�formation request indicates. that a change to the Contract Documenis is required, the City will issue a�ield Order or Change Order, as apprapriate, 1.5 SUBMITTALS jNOT USED] 1.6 ACTION SUBMITTAL�/INFORMATIDNAL SUBMITTALS [NOT l7SED] 1.'� CLOSEOUT SUBNIITTALS [NOT USED] L8 MAINTENANCE MATERIAL SUBMITTAL� [NOT USED� 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY �NOT USED] CTTY OF FORT WORT�I N. Riverside Drive from Golden Triangle to Kellar-Hic[cs 3TANDARD COAiSTRUCTION SPECIFiCATION DOCUMENTS Project #101567 Revised December 24, 2012 01 33 00 - & SUSivI1TTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END Ok' SECTION Re�isian Log DATE NAME Si.l1VIMARY OF CIIANGE 12/20/2012 D. Johnson I.4.K.8. V4Torking Days madified to Calendar 17ays C1TY OF FORT WORTFi N. Riverside Drive from Golden Triangle fo Keller-Hicks STANDARD CQNSTRUCI'ION SPECIPICATION DOCUNfENTS Project #1 Q 1567 Revised Fecember 20, 2012 Ol 35 13 - 1 SPECIAL PR0IECT PROCEDURES Page 1 of 8 2 3 4 PART 1 � GENERAL 5 1.1 SUIVIMARY 6 A. Sectian Tncludes: 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 013513 SPECIA�, PROJECT PROCEDURES 1. The procadures� %r special project circurnstances that includes, but is not limited to: a. Coordination with the Texas Department af Transportation b. Work near High Voltage Lines c. Con�ned Space Entry Program d. Air Pollution �1Vatch Days e. Us� of Explosives, Drop Weight, Etc. f. Wa�er Department Notificatian g. Public Notification Prior to Beginning Construction h. Coordination with United States Artny Cazps of Engineers i. Coordinatinn vvithzn Railroad permits areas j. Dust Control k. Employee Pa�king B. Deviations from this Ciry of Fort Worth Standard Speciiication 1. None. 23 C. Related Specification Sections incIude, but are noi necessarily limited io: 24 1. Division 0— Bidding Requirernents, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 2fi 3. 5ection 33 12 25 — Connection to Existing Water Mains 27 1.2 PRICE AND PAYMENT PROCEDURES 28 29 30 31 32 33 3�l 35 36 37 38 39 40 A. Measurement az�.d Payment 1. Coordinat�on wiihin Railroad permit areas a. Measurement I) Measurement%r this Item will be by lump sum. b. Payment 1) The �uvork perfUrmed and materials fi�rnished in accardance u�i.th this Item will be paid far at tihe lump sum price hid for Railtoad Caordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) S.afety trazning �) AdditionalInsurance 5) Insura7nce Cartif'icates CI'i'Y pF FORT WORTH N. Riverside Drivc from Golden Triangle to Keller-Hicks STANDARD CONSTRUCTION SPBCIF'ICATION DOCilMENTS P�njeet #F101567 Revisad Decembe3-20, 2�12 O135i3-2 SPECIAL PROJECT PROCBDURES Page 2 of 8 1 2 3 4 5 6 � 8 9 10 11 12 13 14 IS 16 17 18 6) Other xequirements associated with general coordinatian with Ra.ilroad, including addi�ional employeas required to protect the right-of-way and praperky of the Railroad from dainage arising out oi and/or fram the construction of the Praject. 2. Railroad Flagmen a, Measursment 1) Measurement fot• this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Itein will be paid for each working day that Railroad Flagmen are present at the Site. c. The price hid shall include: 1) Coordination for scheduling flagnnen 2) Flagmen 3) Other requiremeuts associated with Railroad 3. All other items a. Wdrk associated with t�ese Items is considered sul�sidiary tn t�e various Items bid. No separate payment will he ailowed for this Itern. 19 1.3 REFERENCES 20 A. Referenee Standards 21 1. Reference standards cited in this Specification refer to the current re%r�nce 22 standard published at the tizne of the latest revisian date logged at the end af this 23 Specification, un�ess a date is specificaIly cited. 24 2. Health and Safety Cade, Title 9. 5afety, Suhtitle A. Public Safety, Chapter '152. 25 High Voltage Overhead Lines. 26 3. North C�ntral Texas Council of Governments (NCTCOG) — Clean Constructian 27 Speciiicatinn 28 1.4 ADNIINISTRATYVE REQUIREMENTS 29 3Q 31 32 33 34 35 36 3'1 38 39 40 41 42 43 44 45 A. Caordination with the Texas Department of Transportation When work in the right-of-way r�rhich is under the jurisdiction of the Texas Department of Transportation (TacDOT): a. Notify the Texas Department nf Transportation pridr to coFnmencing any work therein in accordance with the provisions of the pei-mit b. All work performed in t�e TxDC)T right-of-way shall be performed in compliance with and subject ta approval firom the Texas Department of Transpartation B. Wor�c near High Voltage Lines 1. Regulatory Requirennents a. All Woxk near High Voltage Lines (inore than 6�0 volts measured between condnctors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. �. Warning sign a. Provide sign of sufficient size meeting all OSHA req�irements. 3. Equipment operating within 10 feet of high voltage iines wzll require the follovwing safety features CITX �F FORT WORTH M. Riverside Driva fi-am Golden Triangle to i{e1lervHicks STANDARD CONSTAUCTiON SPECIFICATION DOCUA+IENTS Project #1 O15b7 Revised December 2D, 2U12 O13513-3 $PECIAL PROdECi' PROCEDURE3 Page 3 af 8 1 2 3 4 5 b 7 8 9 ia 11 12 l3 14 1S 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3b 37 38 39 40 41 42 43 �4 �}5 46 a. Insulating cag�-rype af guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipm.ent must rnaet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high valtage lines �4. Wark within 6 feet of high voltage electric lines a. Notification shall be .given to: 1) The power company (example: ONCOR) a) Maintain a.n aceurate l�g af all such calls to powex company and record action taken in each ease. b. Caordination with pow�er eampany 1) After notificatiou coordinate vvith the power company to: a) Erect tempvrary mechanical barriers, de-energize the lines, or raise ar lower tha lines c. No personnel inay work within 6 faet of a high voltage line before the abave requiraments have been met, G Coniined Space Entry Program 1. Provide and follow appra�ed CQn�'med Space Ent1y Prograxn in accordance with OS�TA requirements, 2. Conftned Spaces includ�: a. Manholes b, All othar confined spaces in aceordance with OSHA's P�nnit Required for Con�ned Spaces D. Air Pollution Watch Days 1 2. General a. Obseroe the fo�lowing guidelines relating to working nn City construction sites on days designaied as `tAIR POLLUTiON WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.tn. to 10:00 a.m. Watch Days a. The Texas Commission on Enviranrnental Quality (TCEQ), in coordination with the National �Veather Service, �uill issue the Air Pollution Watch by 3:00 p,m. on the afternoon priar to the WATCH day. b. Reyuirements 1) Begin work after 1 D:00 a.m. whenever canstruc�ion phasing renuires the use of motorized equip�nent for periods in excess af 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.tn, if a) LTse of rnatorized equipment is less than 1 hour, or b) If equipment is new and cartified by EPA as "Low Emitting", or equipment burns Ultra Low SuIiur Dsesel (ULSD}, diesel emulsions, ar alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. F. Use of Explosi�es, Drap Weight, Etc. 1. When Contract Docutnents permit on the project the following will apply: C[TY OF FORT WORTH 1V. Riverside Drive from Golden Triangle to Keller-Hicks STANDARD CONS"T'RUCTION SPECIF'ICATION DOCUMEhTTS Project #101567 Revised December 20, 2a12 013513-4 SAECIAI. PROJECT PROCEDURES Pa�e 4 of 8 i a. Public Notification 2 1} Submit notice io City and proof af adequate insurance coverage, 24 hours 3 prior to commencing. 4 2) Minimum 24 hour public nof�fica�ion in accardance with� �ection o 1 31 13 5 G. 1Vater Dapartment Coordination 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1. During the construction of this project, it will be necessary tv deaciivate, for a period of time, existing lines. The Contiractor shall be required to cavrciinaie with the Wa�er Department ta determine the best times for deacti�+ating and aetivating those lines. 2. Coordinate any event that will require connecting to or the operatian of an existzng City water line system with the City's reprasentative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant wat�er ineter from the Water Department for use during the life of named project. c. In the e�ent that a water valve on an existing live system be turned off and an to accommadate the constructian of the project is required, coordinaie this activity through the appropriate Ci .ty representative. 1) Do not operate water line valves of existing water system. a) Failure to canapiy will render the Contractor in �iolation af Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractar will be prosecuted ta the full extent of the law. b) In addition, the Contractor will assume aIl liabilities and responsibi�ities as a result af these actions. H. Public Not�fication Prior to Beginning Consiruction 25 1. Prior to beginning construction on any block in the prnj ect, on a block by 61ock 26 basis, prepare and deliver a notice or flyer of the pending cQnstruction to the front 2� door of each residence or business that will ba impacted by canstruction. The notice 28 shall he prepared as fa�lows: 2g a. Post notice or flyer 7 days prior to beginning any construction activity on each 3q block in the projeet area. 31 1) Prepare flyer on tlae Contractor's letterhead and include the fQllowing 3� information: 33 a) Na�ne of Project 34 b) City Praject No (CPN) 35 c) Scope ofProject (i.e. type of construction activity) 36 d) Act�al conshuction durarion within the black 37 e) Name of the contractor's forernan and phone number 3S � Name of the City's inspector and phone number 39 g) City's a�ter-hours phone number 44 2} A sample of the `pre-construction nati�ication' flyer is attached as Exhibit �F 1 42 �F3 44 45 46 A. 3) Submit schedule showing the construction start and �inish time for each bIock of �he project to �he inspector. 4) Deliver flyer to the City Inspector fnr review prior to distribution. b. No conshuction wil� be allawed to bagin on any block uritil the flyer is delivered to all residents of the blo.ck. 47 I. Public Notification of Teinparary VVater Service Int.erruption during Canstruction C1TY OF FORT WORTH N. Rirrerside Drive fram Galden Triaagie to Keliar-Hicks STANDARD CONSTRUCTIOI+I SAECIFiCATIDN DOCUMENTS Project #101567 Revised Decemher 2D, 2012 01 35 13 - 5 SPECIAL PR03ECT PROCEDUR�S Page 5 of S i. In t�ie event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or �yer of the pending interruption to the frant door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notificativn or fly�r sbail be posted 24 hours prior to the temparary � interruption. � b. Prepare flyer on the contractar's letterhead and include the following g information: g I) Name of the pro�ect IO 2) City Project Numbsr 11 3} Date of th� interruption of servi�e 12 4) Period the interruption will take place 13 S) Name of the contractor's foreman and phone number �4 6) Name of the City's inspector and phone number 15 c. A sample of the temp.arary water service interrup�ion natificatian is attached as 16 Exhibit B. �� d. Deliver a copy o£the teznporary interruption notification to ih� City inspector 1 g for review prior to being distribuied. 19 e. No interruption af water service can occur until the flyer has been delivered to 2p all affected residents and businesses. 21 f. Electrotuc versions of the sample flyers can ba obtained frorn the Prajeet �z Construction Inspector. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �}1 42 43 44 45 46 �7 Coardination with United States Army Cotps of En,gzneers (USACE) 1. At locations in the Yro�ect where construction aetivities accur in arreas where USACE perrnits are requirEd, meet all requirements set forth in each designated permii. K. Caordination within Railroad Permit Areas 1. 2. 3 At lacations in the project where constructiou activities occur in ar�as where railroad pe�nits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited ta, provisions far: a, Flagmen h. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property af the Railroad Com�any fram darnage arising out of andlor from the constructian oi the project. Proper utility clearance procedures shall be used in aceordance with the pernait guidelines. Obtain any supplemental information needed to cornply wit� the railroad's requirein�nts. Railroad Flagmen a. Subrnit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control l. Use acceptable measures to contral dust at the Site. a. If water is used to control dust, capture and prop�rly dispose of vvaste water. CTTY OF FORT W�RTFI 3V. Itiverside Drive from G�lden'{'riangle to Keller-Hicks STANDAR.D CON5TRUCTION SPECTFICAT[pN 730CUMENTS Praject #IO 15fi7 Revised l�ecembar 2D, 2012 OL3513-6 SPECiAL PR07CC 1' PROCEDUR�S Page 6 oi 8 ] 2 3 4 5 6 7 8 9 b. If wet saw cutting is performed, capiure and properly dispvse of slurry. M, Employee Parking 1. Provide parkang for einp�oyees at locations appxo�eci by the City. 1.5 SUBMITTALS [NOT iTSEDj 1.6 ACTION SUBNIITTALSIINFORMATIDNAL SUBMITTALS [NOT IISED] 10 1.7 CLOSEOUT SLZBMITTALS [NOT IISED] 11 1.8 MAINTENANCE MATERIAL SUBMTTTALS [NOT USED] 12 13 14 15 16 1.9 QUAi.,ITY AS�URANCE [NOT USED] 1.1U DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT US�D] 18 19 zo END OF SECTION Re�ision Log DATE NAME SiJMMARY OF CHANGE 1,4.B — Added requirement of compliance with 7laalth arid Safety Code, Title 9. 8131l2012 D. JoUnson 5afety, Subfitle A. PubGc Safety, Chapter 752. �Iigh Voltage Overhead Lines. 1.4.E — Added Confractor responsibility for obtaining a TCLQ Air Permik CITY OF FQRT WORTfi �i. Riverside Drive from Golden Triangle to Ke11er-Hicks STANDARi3 CONSTRUCTION SPECiFTCATION DdCUIvIBNTS Projeat #1015�7 Rer+ised December 20, 2012 41 35 l3 - 7 SPECZAL PROdECT PROCEDURCS Page 7 of S 2 3 4 5 6 7 s 9 10 11 12 13 14 15 16 17 18 19 20 z� 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 EXffiBIT A {To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits af Construction: I i i , � �', - iHIS !S '�8 IR1F��llfC YOU �bAi UiV�1�l�,90 COldif�C7` I�I�F� THE �iiY �� Ri F�M�R�'b, OU� COl�fl�ARlY !�ll�� O�l4 OW UYI�IiY LIi��S ON �� .ROU�' D YOl1R P�B�I��Y. co��uc�io� �i�� ,��oxi�w�.��Y �� vs ��o� �a� �� O� `iblS PdOTIC�. 1F Y8U �I�V� �lU�SifONS �eB�UY A�CES�, Sl�CllRfiY, SA��iY OR �PIY O�b�� iSSUE, ��AS� CALL: IVYI'. CCONiRACTOR'S SUPERIN7�NDENi> �.Y �7ELEPHONE KO,� OR �Ir. �CtTY fAiSPECTOR� Ai � TELEPNONE NO.� �aFTER 4�:30 �M �R 01161�lFEK�f�6D5, ��AS� Cr4LL (81!) 39� 8306 PLEASE KEEP THlS FLYER HANDY WHEN YOU CALL CTTY OF FORT WOR'I'H 3d. Iiiverside Drive from Golden Triangle to Keller-l�icks STANDARD CONSTRUCTION SPECi�iCATION DOCUMENTS Project # l D i 5 67 Revised DeCeml�er 20, 2p12 0l3513-� SPECIAL PROJECT PRaCBDURES Page 8 of 8 1 2 EXHIBIT B F�� o��rx � � �A� ��. � �� o��c� o� ��o�� ww�r�� r�o� AiIE TO UTILITX TMPROVEII�NTS Il� YOUR iVEIG1�BO�tHOOA, YOUIi VVAT�+R SEHViCE'�MI�,L BE IN'CERRUPTED ON BE'1'VYEEriT TH� HQ[71Z5 OF AiV'D �E"YOU HAVE Q�ESTIONS ABOUT TAIS SHU'T-UUT, PLEASE CALL: Mlt. A�' (CON3'1tACTORS SUPF.RINTEI�TDEN1i iTELEPHON� NUN[BER) OR ��. AT (CTTY I1�TSPECTOR) (TELEPHDN� NUMBER) THIS INCONVENT�NCE VVII+T+ TiE AS SHOIZT AS YOSSTBL�. T�APiI� Y'OU, �CUN'IRACTOR 3 4 CITY OF FORT WORTH N. Riverside Drive from Golden Triangle m Kelfer-I3icks g'['ANDARp CQNSTRUCTIQ3� SPECTFICATI�N DOCIJMENTS Project #14iSG7 Revised December 20, 2012 Dl 45 23 TE5TI1+iG AIZi31NSPEC'i'ION SERViC�S Page 1 of 2 SECTION Ol 4 s �3 TESTING AND INSPECTION SERVICES PART 1- GENERAL L1 SUMMAR'Y A. S�ction Inc�udes: 1. Testing and inspeetian services pracedures and coordination B. DeviatiQns from this City of Fari Worth Standard Speciiication 1. None. C. Related Specification Sections include, but are not n.ecessariiy limited ta: 1. Division a— Bidding Requirements, Cantract Forrns and Conditions of the Contract 2. Division � — General Requirernents 1.� PRCCE AND PAYMENT PROCEDIIRES A _ Measurenr�ent and Payment 1. Work associated with this Item is considered subsidiary to the �arious Items bid. No separate payment will be allowed for this Item. a. Contractar is respas�sible for perfflrming, eoordinating, and payment of all Quality Control testi�r�g. b. City is responsible for perfQrming and payment far first set of Quality Assurance testing. 1) If the first Quality Assurance test perfarmed by the City fails, the Contractor is responsible for payrnent of subsequent Quality Assurance testing until a passing test occus's. a) Final acceptance �ill not be issued hy City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Completa testing in accordance with the Contract Documents. 2. � Coordination a. When testing is required to be perFormed by the City, notify City, sufficiently in advance, when testing is n�eded. �. W3aen testing is required to be carnplet�d by the Contractor, notify City, sufficiently in advance, t'hat testing will be perfarmed. Distrihution of Testing Reports a. Electronic Distrihution 1) Can%rm develop�nent of Praject directory for electronic sul�tnit�als to be uploaded ta the City's dacument management system, or anather external FTP site approeed by the City. CITY OF FbRT WOATH N. Riverside Drive from Golden Triangle to Keiler-Hiaks STANDART� CONS'TRUCTibN SPECII'ICATTON DOCiTMENTS Prnject #10156'7 Revised March 9, 2024 ai as za TESTING AI�R] INSPECTION SEItViCES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via etnail of submiital posting• 3) Hard Copies a) I copy far all suhmittals submitted to the Project Representative b. Hard Copy Distributi4n (if reQuired in lieu of electronic distri'bution) 1) Tests performed by City a} Distribute 1 hard copy ta the Cantractor 2) Tests performed by the Contractor a) Distribute 3 hard eopies to City's Project Representative 4. Provide City's Project Representative with. trip ticicets for each delivered lvad of Concrete or Lime matarial including the followving informatian: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspectian ox lack of inspection does not relieve the Contractor from obligation ta perforn�. work in aceordance with the Contract Docutnents. 1.S SUBMITTALS [NOT USEDj 1.6 ACTION SUEMITTALSIIN�'ORMATiONAL SUBIVIITTALS [NOT USED] 1.7 CLOSEOUT SUBMTTTALS [NOT USED] 1.� MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] l.l� DELIVERY, STORAGE, AND HANDLING CNOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11� WA1t�tANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] pART 3 - EXECUTION [NOT U�ED] END OF SECTION Revision Log DATE , NAME I SUMMARY OF CHANGE Removed reference ta Buzzsaw and noted that electronic submittals be uploaded 3/9/2020 D.V. Magaiia �.a�� the City's document management system. CIT'Y OF FORT WORTH N. Riverside Drive from Ga[den Triangle ta Keller-Hicks STANDARD CONSTRUCTiQN SPECIFICATIQI�i DOClJ3vILNTS Project #ifl1567 Revised 1V�arch 9, 2U20 O15UD0-1 'I`�Ml'ORARY FACIGITIES ANb COI3'i'ROLS Page L of 4 SECTION O1 50 00 TEMPORARY FACILITIES AND CDNTROLS PART1- GENERAL 1.1 SUIVIMARY A. S�ction Includes: 1. Pravide temporary facilities and controls needed for ihe Work ineluding, but no� necessarily limited to: a. Temporary utilities b. Sanitary facilities a Storage Sheds and Builciings d. Dust control e. Temporary fencing of tk�e construction site B. De�iations from this City of Fort Worth Standard 5peciiication l. None. C. Related Specification Sections include, but are not necessarily litnited to: 1. Divisian 0— Bidding Requirements, Con�ract Forms and Canditions of the Con�ract 2. Division 1— General Requiretx�ents 1.2 PRICE AND PAYMENT PROCEDURES A. Measurernent and Payment 1. Work associated with this Ifem is considered subsidiary to the vaz•ious items bid. No separafe payment will be allowed for this Item. 1.3 RE�ERENCES [NOT U3ED] 1.4 ADMINISTR�TIVE REQUIREMENTS A. Temporaty Utilities 1. Obtaining Temporary S�rvice a. Make arrangements with utility service companies f�r temporary sen�ices. b. Abide by rules and regulations oiutility service companies or authorities having jurisdiction. c, Be respansibl� for utility service costs until Wark is approved for Final Acceptance. i) Ineluded are fnel, power, light, heat and other u�ility services necessary for execution, complation, testing and initial oparation of Work. 2. Water a. Contractor to pro�+ide water required for and in connection �+ith Wor�C to b� pexformed and for speciiied tests of piping, equipment, devices ar ot4ier use as required for �e completion of the Wor�c. h, Provide and maintain adequate supply af potable water for domestic consumption by Contractor personnel and City's Praject Representati�es. c. Coordination 1) Contact Ciiy 1 wee�c before water for c��structian is desired C1TY OF I'ORT �ORTH N. Riveiside Driye fram Golden Triangle ta Keller-Kicks STA.i�DARA COI*f5TRUCTION SPECIFiCATION bOCUM�NTS Project #ifl1567 Revised .iuly 1, 2DI 1 01 54 00 - 2 TL3vIQpRART' FACILiTIES AND COtV'T'R�L� Page 2 of 4 4. 5. d. Contractor Payme�t for Construction Water 1) Obtain construction water meter fram City for payment as bi.11ed by City's established rates. 3. Eleciricity and Lighting a. Provide and pay for electric powered service as required for Work, including te�ting of Work. 1) Pro�ide power for lighting, op�ration of equiptnent, or other use. b. Electric power service includes iemporary povwer service or generator to maintain operations during scheduled shutdawn. Telephone a. Provide emergency telephone service at Site for us� by Cantractor p.ersonnel and others per%rming work or furnishing services at Site. Temporary Heat and Ventilation a. Provide temporary heat as necessary for pratection or completion of Work. b. Provide temparary heat and ventilation to assure safe working conditians. B. Sanitary Facilities 2. Enforce use of sanitary facilities by constrt�ction personnel at job site. a. Enclose and anchox sanitary faciiities. b. No discharge will be allowed iram these faeilities. c. Collect and store sewage and waste so as nat to cause nuisance oz' health problem. d. Haui sewage and waske off-site at no less than week�y intervals and properly dispase in aceordance with applicable regulation. 3. Loeate facilities near Work Site and keep clean and maintained throughaut Proj�ct. 1. Provid� and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and lacal departments of health. 4. Remove facilities at completion of Project C, Starage Sheds and Buildings 1. 2. �. 5. Provide adequat�ly ventilated, watertight, weatherproof storage facihty�s vaith flaor above ground 1eve1 for materials and equipment susceptible ta weather damage. Storage of materials not susceptibl� to weather damage rnay be on blocks off ground. Store materials in a neat and orderly manner, a. Place materials and equipment ta permit easy access for identificaiion, inspection and inventory. Equip building with lockable daors and lightit�g, and provide electrieal service for equipment space heaters an.d heating or ventilation as necessary ta provide starage environments acceptable to spEcified manufacturers. Fill and grade site for temporary structures to provide drainage away from temparary and existing buildings. 6. Rexnove building from site prior to Final Acceptance. D. Te�paraty Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Con�rol CITY OF FORT WORTH N. Riverside Diive from Golden Triangle to Keller-�-Iicks STANDARD GONSTRLTCTION SPEC�TCATIbN IlOCUMSNTS Pra,ject #101567 Revised Iuly l, 2q11 OLSODO-3 TEMPORARY FACIT,I'CIFS AND COAfTROLS Page 3 of � 1. Contractor is responsible for maintai�ing dust control tk�rough the duration of the project, a. Contractar remains on-call at al1 times b. Must respond in a timely manner F. Temporary Pratection af Constructiox� 1. Contractor or subcantractors are responsible for proteeting'Work irom damage €lue to weatl�er. t,5 SUBMITTALS [NOT CTSED] 1.6 ACTION SUBMITTALSIINFURMATYONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] l,g MAINTENANCE MATERIAL SUBIVIITTALS [NOT LTSED] 1,9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT i1SED] 1.12 WA1tRANTY CNOT USED] pART 2- PRODUCTS jNOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT IISED] 3.3 PREPARATION [NOT USED� 3.4 INSTALLATION A. Temporary Facilities 1. Maintain aIl temporary facilities for dura�ion af construction activities as needed. 3.� [REPAIR.] 1 [R�:STORATION] 3.6 RE-INSTALLATION �.7 FTELD [as] SYTE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3,g .AD�[JSTING [NOT IISED] 3.10 CLEANING [NOT USED] 3.11 CL05EOUT ACTIVITIES A. Temporary Faeilities 1�E. Riverside Drive from Galden Triangle to Keller-Hicks CITY OE FORT WORTS Project #101S67 5TA1VI7ARD CONSTRLTC"fj03�f SPECIFiCATION DOCLIMENTS Revised July i, 2011 Q1 Sb 00 -4 TEMPORA1tY FAC1LITiES. AN � CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after eompletion af the 'V�ork, to a conditian equal to or better than prior to start of Work. 3.12 PROTECTION [NOT i1SED] 3.13 MAINTENANCE [NOT USED} 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DAT� l NAME C1TY OF FORT WORTH STAI�iDARD CONSTRUCTTON 3FLCIFICATION DOCUMF?NT5 Revised luly 1, 2D1] SUMMARY OF CHANGE 1V. R'rverside Drive from Golclen Triangle to Keller-Hicks Project #1015fi7 pi 5526-1 STR�ET USEPERMIT A3�D MODIFTCA'PIONS TdTRAF'FIC CDNTROL Page l of 3 1 2 3 � SECTION Oi �� 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTRDL PART 1 � GE1��RAL 1.1 Si1MMARY 5 A. Section Includes: 6 1. Administrative procedures for: � a. Street Use Permit g b. Modification of approvedtraffic contral g c, ltemoval of Street Signs 10 B. Deviations from t�iis City of Fort Worth Standard Specif"�cation 11 1. None. 12 l3 14 15 16 17 1$ 19 20 G. Related Specification Sections include, but are not necessarily limited to: I. Division 0—Bidding Requirements, Contract Forms and Conditions af the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traf�c Control 1.2 PRICE AND PAYMEIVVT PROCIDURES A. Measurement and Payment 1. Work associat�d with this Ttem is considered subsidiary to the various Items bitl. No separate payment will be al�owed for this Item. 1.3 REFEREi�CFS 21 A. Reference Standards �,2 1. Reference standa.rds cit�d inthis sp�cification refer to the currentreference standard 23 published at the tune of the latest revisiQ� date logged at the end of this �,4 specification, unless a date is specifically cited. 25 2. Texas Manual onUnifarm Traffic ControlDevices (TMUTCD). 26 27 28 29 30 31 32 33 3� 35 36 1.4 ADMI1vISTRA'I'�VE REQiTIREMEIVTS A, Traffic Contral 1. General a. Contractor shall minim�ze lane closures and impact ta vehiculajrlpedestrian traffic. b. Wh�n t�affic control plans are included 'm the Drawings, provide T�raffic Control in accardance with Dravvings and Seciion 3� 71 13. c. When traffic contralplans are not included � t�e Dravvings, pregare Yraffic control plans in accordance rrvith Section 34 71 13 and submit to City for review. 1} Allow minimutr� 10 vc+orking days far review of proposed Traffic Control. CiTY OF F�RT WORTH STANDARD COTiSTRIJG`['IO�*I SPHC�ICATION DOClIMENTS Revised Ma�r.li 22, 2Q21 N. Riverside Drive from Galden Triangle ta Keller-Hicks � City Project #101567 01 55 26 -2 STRL�ET USE, PERMIT AND iVI017IFICAT10I�4S T(}TRAFFIC COI�'FROL Page 2 of 3 1 2) A traffrc contrnl "Typical" published by City of Fort Wox�h, the Texas 2 Manual Uniized Traffie ControlDevices {TMUTCD) or Texas Department � af Transpartatian (TxDO'I� can be used as an aiternative io pr��aring 4 projectlsite specific traffic controlplan ifthe Lypical is appiicable to the � specif'ic projectlsite. B Street Use Permit 10 11 12 13 14 15 I6 17 18 19 20 1. Prior to installation of Traffic Ca�trol, a City Street Use Permit is required. a. To obtain Street Use Permit, subrnit Traific ControlPlans to City Transportation and Public Works Department. 1) Allow a mininauin of 5 working days for permit review. 2) It is the Contractor's respansibility to coardinate review o�' Traffic Control plans for Street Use Pern�it, such that cans�tuetion is not delayed. C. Modification ta Appraved Traffic Control 1. Prior to installation traffic control: a. Submit revised trafiic controlplans to City Department Transportation and Public Works Departrnsnt. 1} R�vise Traffic Controlplans rn accardancewith Section 34 71 13. �� A�low minirnum 5 working days far review of revised Traffic Contral. 3) It is the Contractor's responsibiiity to caordinate review of Traf�c Control plans for Street Use Permit, such that construction is no# delayed• 21 D. Removal of Streei Sign 2,2 1. If it is determined that a street sign must be removed for canstruction, then contact 23 City Transportation and Public Works Depat�ment, Signs and Markings Division to Zq. remove the sign. 25 26 27 28 29 30 31 32 33 34 35 36 E. Temporary S�gnage 1. In the case af regulatory sigtts, replace permanent sign with temporary sign meeting gu requ'srements of the latest edition oithe Texas Manual on Uniform Traific Control Devices (MUTCD). 2. Install temporary sign hefore tl�e remo�al of permanent sign. 3. When construction is complete, to the extent that the perrnanent sign can be reinstalled, cantact the City Transportation and Public Works Department, �igns and Markings Divi�ian, to reinstall the permanent sign. F. Traf�c Control Standards l. Traf�c Control Standaxds can be found on the City's website. 1.5 �UBMITTALS [NaT USED] A. Submit all required documentation to City's Project Representative. CITY UP FORT WdRTH gTA3�ipARD CONSTRUGTIOI*I SPECiFICATIDN DCICC.JMiENTS Revised March 22, 2021 1�l. Itiverside Drive from C'iolden Triangle to Kejler-I3icks City PrQject #101567 Ol 55 26 -3 STR�ET L18E PERMTT AND MQDIFICATIOt�[S TO TRAFFIC CONTROL p age 3 of 3 1 2 3 4 5 6 7 S 9 lo ii 12 1.6 ACTION SUBNIITTALS�INFORMATIONAL SUBNIITTALS f NOT USID] l.i CLOSFAUT �[�BMITI'ALS [NOT USID] i.g MAINTFNANCE MA'1'ERIAL SUBNIITTALS [NOT USID] 1.9 QUALITY ASSURANCE [NOT USID] 1.i0 DELIVERY, S'TORAGF, AND �N�LING [NOT USID} 1.11 FIELD [SITE] CONDI'T�ONS [NOT �ID] 1.12 WARRAN'I'Y [NOT U�ID] PART 2 - PRODUCTS [NOT USID] PART 3 - EXECL]T�ON [N�T U�ID� �vn oF sEc�oN Revision L.og bATE NAME SUMMARY OF CHANGE 1,4 A. Added language to emphasize miniuiizing of lane closures and impact ta traf�c. 1.�4 A. 1. c. Added ianguage ta ailow for use af published traffic control "Typicals" 3 /2 212 0 2 1 M Owen applicahle to speciiic projectlsite. 1.4 F. 1) Removed referenca to Buzzsaw 1.5 Added language re: submittal of permit N. Riverside C�ri�e fram Golden Tr�angle tn Keller-Hicks C17'Y OF FORT WORTH City Praject#1O1S67 STANDARI] COI�[STItUCl'10[�T 5PEC3FICATION DOCUMENTS Revised Marc13 22, 2021 p15713-1 STORM WATER POLI.U'3'iON PR�VENTION Pa�e 1 of 3 SECTION 015713 STORM WATER P{)LLUTION PREVENTION pART 1 - GENERAIa 1.1 SUMMARY A. Sectian Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Speeification 1. None. C. Related. Speciiicafion Sections include, but are not necessarily limited to: 1. Divisian 0— Bidding Requiremeuts, Contract Farms and Conditson� of the Contract 2. Division 1-- General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1,2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activi.ties resulting in less than 1 acre of disturbance a. Work associated with this Item is considered suhsidiary to the various Items bid. No separate payment will be allowed for ihis Item. 2. Construction Activi�ies resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance �with Section 31 25 00. 1.3 REFERENCES A. Abbrevia�ions and Acranyms 1. Notiee of Intent: NOI 2. Notice of Termination: NC?T 3. Storm Water Pollution Prevenrion Plan: SWPPP 4. Texas Commission an En�ironmental Quality: TGEQ 5. Notice oi Change: NOC A_ Reference 5tandards 1 2 Reference standards cited in tlus Speeification refer to the current r�ference standard published at the time of the latest revision daie Iogged at the end of this Speciiication, unless a date is specifically cited. Integrated Storm Management (iSWM} Technical Manual for Construction Controls 1.4 ADMINISTRATNE REQUIREMENTS A, General 1. Contractor is responsible for resalution and paymeni of any �ines issued associaied with compliance to Storniwater Follution Preventior� Plan. C1TY OF FORT WORTH N. Riverside Drive from Galden Triangle to Keller-Hicics gTpDIpAIiD CON5TRUCTION SP�CIFICATi�N AaCLTMENTS Praject #i015b7 Revieed July l, 2011 Ol 57 13 - 2 5'COi�3t�I WATER POLLUTIQN PREVENTION Page 2 of 3 B. Constr�ction Activities resulting in: 2. 3 Less than I acre af disturbance a. Provide erQsion and sediment cantrol in accordance with Sectian 31 25 00 and Drawings. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System {TPDES) General Canstruction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Canstruction Site Notice Required under general pernut TXRlSQ000 a} Sign and post at job site b) Priar to Precons�ruction Meeting, send 1 copy to City Departmen� of Transportation and Public Works, Environmenta! Division, (817) 392- 6088. 2) Provide erosion and sediment caritrol iu accoxdance with: a) Section 31 2S 00 b) The Drawings c) TXR1Sa000 GeaeralPermit d) SWPPP e) TCEQ ret�uire�nents 5 acres or more of Disturbance a. Te�as Pollutant Discharge �lirninatiou System (TPDES) General Construction Pennit i� required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee aj Sigri and past at job site b) Send copy to City Departinent of Transporfatian and Public Works, Enviranmental Division, (817) 392-608&. 2) TCEQ Notice of Change required if making changes or updates to N�I 3} Provide erosion and sediment control in accordance with: a) Seetion 31 25 OQ b) The Drawings c) TXR150Q00 General Permit d) SWPPP e) TCEQ requsrernents 4) Qnce the project k�as been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of TernvnaLion can be submitted. a) Send copy to City Department of Transportation and Public Works, Environrnental Divisian, (817) 392�6088. 1.� SUBMITTALS A. SWPPP ]. Submit in accordance with Sectidn O1 33 04, except as stated herein. a. Prior to the Preconstructian Meeting, submit a draft copy of SWPPP to the City as %llows: 1) 1 copy to t11e City Project Manager a} City Project Manager will forward �a tha City Department of Transportatian and Public Works, En�ironmental Division for review CITY OF FOR`� WORT43 N. Riverside Dtiv� from C�olden Triangle Co Keller-Hicks STAI�ABD CONSTRUCTION SPECII�ICATION DOCUMEi�]T5 Ptoject # 101 S67 Revised .Tu1y 1, 2011 01 57 13 - 3 STO�LM WATSR POLLUTIUi3 PR�VENTIOTI Page 3 of 3 B. Modified SWPPP 1, Yf the SWPPP is revised during canstruction, resubmit naodified SWPPP to the City in accardance with Section Q1 33 00. 1.6 ACTION SUBMITTALSIINFORIVIATIONAL SUSMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIIT'TALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [STTE] C�NDITIONS fNOT USED] 1.12 WAItRANTY [NOT IISED] PART 2 - PRODiTCTS [NOT IISED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revisian Log DATE I NAME SUMMARY OF CHANGE CITY dF FbIiT WOR�H STANDA.RD CONSTRiTCTiON SPLC�I'ICATiQN DOCU1vfENTS Ttevised lufy 1, 201 i N. Riversida 1]rive from G`iolden Triangle Co Keller-Hicks Project #lO 1567 n� sa �a - i TEMppItARy PROJECT SIGI3AG8 Page 1 of 3 SECT'IDN 01 �8 13 TEMPORARY PIZOJECT SIGNAGE PART 1 - GENE1tAL 11 SUMMARY A. Section Inciudes: 1. Temporary Praject Signage Reqrxirements B. Deviations from this City of Fort Worth Standa�'d Specificaiion 1. None. C. Related Specification Sections include, but are noi necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditians of the Contraci 2, Division 1— General Requirements 1,2 pRICE AND PAYMENT PROCEDURES A. I�Ieasurement and Payment 1. Work associated with this Item is considered subsidia�ry to the various Items bid. No separate payment will be allowed far this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1,� SUBNIITTALS [1�IOT USED] 1.6 ACTI�N SUBMITTALSIINFORMATIONAL SUBMYTTALS [NOT USED] 1,i CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY 1�SSURANCE [NOT USED] i.1Q DELIVERI'', STORAGE, AND IIAIVDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS �.1 OWNER-FURNISHED iaRl O�ER SUPPLIEDPRODUCTS [NOT USED] �,� EQUIPMENT, PRODUCT TYPE5, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designarion Sign in accordance with City's 5tandard Details for project signs. C1TY OF FOTtT WQRTfi N. Riverside i)rive from �iolden Triangle to Keller-f-Iicks 5TA3�ARD CONSTRUCTION SP�CIFICATION DaCUNiI?N"j'S Fro�ect #1� 1567 Revised .Tuly 1, 2011 oi58i3-z TEMPORARY PIt07ECT SIGNACrL3 Page 2 of 3 B. Materials 1. Sign a. Constructect aF 3/a-inch f�r plywaod, grade A-C (exterior) or beYter �.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3.3 PREPARATIUN [NOT LTSED] 3.4 LNSTALLATIUN A. General 1. Provide vertical installation at extents of praject. 2. Relocate sign as needed, upan request of the City. B. Mounting options a, Skids b. Posts c. Barricade 3,5 REPATR 1 RESTORATION [NOT USED] 3.6 RE-IN�TALLATION �NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADdUSTING [NOT USED] 3.1U CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 313 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.1A ATTACHMENTS [NOT USED} END OF SECTION CiTY OF FORT WORTH 1�[. Riverside l�rive from Galden Triangle to Keller-Hi�ks STANDARD CON5TRUCTIOI� SP�CiFICATiOt�[ DOCUMEN'CS Project #1O1S57 ltevised July l, 20 i 1 415813-3 Re�ision Log DATE j NAME TEMPORAItY pROT�CT SIGNAGE Page 3 of 3 SUNIMARY OF CHANG� C1TY OF FORT WORTH N. Riverside Drive from Golden Trian�;le to Keller-Hicks STANDARD CONSTItUC'I'ION SP�CffICATIOM DDCUM�TTS Project #1 Q i 567 Revised duly 1, 2011 U1 60 00 PRODUCT REQUIREMENTS Page 1 of 2 sECT�oN oi 6o aa PRODUCT REQUIltEMENTS PART1� GENERAL 1.1 �UMMARY A. Section Ineludes: 1. References for Product Reyuirements and City Standard Products List B. Derriations from this City of Fvrt Worth Standard Specificatian 1. Division 0— Bidding Requirernents, Contract Forms and Conditions of the Contr�ct 2. Division 1— General Requirements 1. None. C:_ Related Specificarion Sections include, but are not necessarily limited to: 1.� PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NC?T USED] L4 ADMINISTRATIVE REQUIREMENTS A. : C. � A list of City appraved products far use zs availab�e through tlie City's website at: https:llapps.forfcworthtexas.�ovlProjectResourcesl and follo�ing the directory path; Q2 - Cnnstruction Documents/Standarc� Products List Only products speciiically included on City's Standard Prnduct List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will oniy be allowed for use upan specific approval by the City. An.y specific product requirements in the Gantract Documents supersede similar praduets included on t}ae City's Standarci Product Lisi. 1, The City reserves the right tn n.ot allow products tn be used for certain projects even though the product is listed an the City's Standard Product List. Although a specific praduct is included an City's Standard Praduct List, not all produets frorn that manufacturer are approved for use, includiug but not limited io, that mar�ufacturer's standard product. E. See Section O1 33 00 %r submittal requirements af Product Data included on City's Standard Praduct List. 1.5 SUBMITTALS jN�T USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUSMITTALS [NOT USED] L7 CLOSEOUT SUBMITTALS jNOT �CTSED] i,g MAINTENANCE MATERIAL SUBMiTTALS {NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH N. Riverside Drive from Goiden Triangle to Keller-Hicks STAIIDARI7 EONS'I'RUCTION SPPCIFICATION DOCUMENTS Project #101567 Revised March 9, 2020 Ql 60 Qd PRODTICT REQUIIt�MENTS Page 2 of 2 1.1D DELIVERY, STORAGE, AND HANDLING [I�iOT USED] 111 FIELD [SITE} CONDITIONS [NOT L15ED] 1.1� WARR�N'I`Y LNOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATB N�� 10/12/12 D.Johnsan 3/9/2020 D.V, Magatia SLJIVLMARY OF CHANG� Modi�ied Lacatian of City's Standatd Product List Removed reference ko Buzzsaw and noted that the City approved producis list is aacessible through the City's website. CITY qF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STAI�417ARI) CQNSTRUCTIQT+f SPECIFICA'i'IO1V DOCiJMENTS Project #101567 Revised March 9, 2020 Q166U0-1 PRqUUCT S7'ORAGE AND HAi3DLINC REQUiAEMENTS Psge ] af 4 SECTION fl166 OQ PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1- GENEItAL L1 SUMMARY A. Section Includes.: 1, Scheduling of product delivery 2, Packaging of products for delivery 3. Proteetion of pro.ducts against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth 5tandard Specification 1. None. C. Related Specification Sections irzclude, but are not necessarily limited to: 1. Division 0-- Bidding Requi�einents, Contract Forms a�d Conditions of the Cantract 2.. Division 1— General Requirements 1,Z PRiCE .AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the variaus Items bid. No separate payment wi11 be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.� SUBNIITTALS jNOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] Li CL05EOUT SLTBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTAL� [NOT USED] 1.9 QUALITY ASSiJItANCE [NOT U�ED] 1.10 DELIVERY' AND HANDLING A. Delivery Requirements 1 2. 3. Schedule deliveiy of prnducts or equi�m�ent as required to allaw ttmely m5tal�atron and to avoid prolonged storage. Provide appropriate personnel and equipmen� to recaive deiiveries. Delivery irucks wi11 not be permitted to wait extended periods of time an the Site for persot�nel or equipment to receive the delivery. CITY OF FORS WORTH N. Ri�erside Drive from Golden Triangle to Keller-Hicks STANDARD CONSTRiTCTION SPECIFICATION DOC[IMEN'TS Pra�eck #1� 1567 Revised �uly 1, 2Q11 Ol 6GOD-2 PRODUCT STORACL AND I-IANDI.I3�3G REQiJIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and construe#ed to protect the contents from physical or envirot�mental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation lacation. 6. Provide manuiacturer`s instructions for storage and handling. B. Handling ReQuiret�aents 1. Handle praducts or equipment in aceordance with these Contract Document� and manufacturer's. recommendations and instructions.. C. Storage Requirements 2. �}. 5. 6 7 Store materials in accordance witla manUfacturex's recommendations and requirements of these Specifications. Make necessary pro�isions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Woxk or existing facilitie.s and to maintain free access at all times to ajl parts of Work and to uiility service company installations in vicinity of Work. Keep materials and equipment neatly and conapactly stored in Iocations that will cause minimum incon�enience to other contractors., public iravel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. Resttict storage to areas available on construction site for siora�;e of material and equipment as shown on Drawings, or approved by City's Projeet Representative. 1'ravide off-site starage and protection when on-site storage is not adequate. a. Provide addresses of atid accass to off-site storage locat�ons for inspection by City's Project Re�resentaiive. Do not use la�vns, grass plots or other private property for storage purposes withaut written permissian of owner or other persan in passession or cantrol of premises. Store in manufacturers' unopened coniainers. Neatly, safely and compactly stack materials delivered and stored along line af Woxk to avoid inconvenienca and damage to property owners and general public and inaintain at least 3 feet from f�re hydrant. q, Keep public and private dri�eways and street crossing� open. 10. Repair ar replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Projeet Representative. a, Tatallength which materials may be distrsbuted along route of eonstrueiion at one time is 1,000 Iinear feet, unless ot4�erwise approved in writing by City's Project Representative. CiTY OP FORT WORTFI N. Ri�ersi�e Drive frnm Go1den Triangle to Keller-Hicks STANDARD COI�4STRUCTION 5PEC1FiCATION DOCUMENTS Pro3ect #101567 Revised July 1, 2011 D16G00-3 PRODUCT STORAGE AND HA1�iDIdNCr REQUIREMENT'S Page 3 of 4 1.11 FIELD [SITE} CONDITIONS [NOT USED} 1.1� WAIZRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT iJSED] 3,3 pREpARATION [NOT U�ED] 3.4 EREC1'ION [NOT USED] 3.5 REPAIR 1 RESTORATION [NOT USED] 3,6 RE-INSTALLATION [NOT USED] 3,ry �IELD �on] SITE QUALITY CONTRQL A. Tests and Inspections l, Inspect all praducts or equiprnent deli�ered to the site prior to unloading. B. Nan-Conf�rtning War� 1. Reject all products or equipment that are damaged, used or in any other way un�atisfactory for use on the pro}ect. �:S SYSTEM STARTUP [NOT USED} 3.9 ADNSTING [NOT USED] 310 CLEANTNG [NOT USED] 3.11 CLOSEOIIT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products ar equipment in accordanee with manufacturer's wri�ten directions. B. Store praducts or equiprnent in location to avoid physica� damage to items vvhil� in storage. C. Protect equipment from exposure to ele�nents and keep thoroughly dry if required by the manufacturer. 313 MAiNTENANCE [NQT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION N. Riverside Drive fiom Golden Triangle ta Keller-Hicks C1TY DF FORT WpATI-I PrD}ecl #101567 STANflAI�I] CO3�STRUCT101V SPECIFiCATiON DOCU11qENT5 Revised 7uly l, 20] 1 ai66ao-a FAOAUCT STORAGE AI�D HANDLING REQiIIRBMENTS Page 4 af 4 Re�ision Log DATE I NAME SUMMARY QF CHANGE CITY OF FORT WQRTH N. Riverside Dri�e from Golden Triangle to Keller-Hicks. STANDA1tD COI+ISTRUCTION SPECIFICATI03�] DOCUMENTS Project #Ip1567 Revised 7uly f, 2011 017000-1 TY[OBII.TZATIDN AND REMOBILIZAT�ON Page 1 of 4 SECTION Ol 70 04 MOBILIZATION AND REMOBILTZATION PART1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Mol�ilization and Demobilizatian � a. Mobilization g 1) Transportation of. Coniractor's personnel, equipment, and operating supplies g to the Site 10 2) Establislunent of necessary general facilities far the Cantxactnr's operation � 1 at the Site 1� 3) Premiums paid far perfarmance and payment bonds 13 4} Transportation of Contractor's personnel, eQuiQment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contraetor's operation 16 from 1 location to another location an the Site. 1� b. Demohilization 18 1) Transportation o£Contractor's personnel, equipment, and operating su�plies lg away fram the Site including disassembly 2p 2) Site Ciean-up 2� 3) Remn�val af all build#ngs andlor othez faeilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilizatian do not include acti�+ities for specific iiems nf 24 work that are for whiek� payment is provided el�ewhere in th� contract. 25 26 27 28 Z9 34 31 32 33 34 35 36 37 38 39 40 �1 42 43 44 45 2. � Remobilization a. Izemobilization fox 5uspension of Work specifically xequired in the Contract Documents or as required by City inciudes: I) Demobilization a) Transportation af Cantractor's personne�, equipment, and operating supplies iroin the �ite including disassembly Qr temporarily securing equipment, supplies, and other facilities as desi�nated by the Contract Dacuments necessary to suspend the Wark. b) Site Ciean-up as designated in the Contract Docurnents 2) Remobilization a} Transportatian of Cantractor's personnel, equipment, and operating supplies ta the Site necessary to resume the Work. b) Establishment of necessary general facilikies for the Cantractor's operation at the Szte necessary ta resutne the Work. 3) No Payments will be made far: a} Mobilization aud Demobilization fronl ane location to another on the Site in the normal progress of perfot-ming the Work, b) Stand-by or idle time c) Lost pro�its Mobilizations and Demobilization for Miscellaneous Fro�ects a. Mabilizatiou and Demobilization C3TY OF FflRT WOR7'H N. Riverside Drive fi�nm Golden Triangle to Keller-Hieks STpND,ARD CO3VSTRUCTION SP�CiFICATION DflCUMENTS Project #101567 Revised NovemUer 22, 2016 oi�ono-2 MOBILIZAT1pN AiV� REMOBILIZATiO3V Page 2 of 4 � 1} Mobilizatian shall consist ofthe activities and cost an a Work Order basis 2 necessary forr: 3 a) Transportation of Contractor's personnel, equiprnent, and operating 4 supplies ta the Site fox the issued Work �rd�r. 5 b) Establishment of t�ecessary general facilitias for the Cozatractor's 6 operation at the Site for the issued Work Order � 2} Dernobilization s�all can.sist of the activiYies and cost necessary far: g a} Transportation of Contractor's personnel, equipment, and operating g supplies from the Site including disassembly for each issued Wark 10 Order � 1 b) Site Clean-up for each issued Work Order 1� c) Removal aiall buildings or other iacilities assembled at the Site for 1 � each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 1S work far which payment is provided elsewhere in the contract. ��, 4. Emergency Mobilizatians and Demobilization for Miscellaneous Projects I7 a. A Mobilization for Miscellaneous Pro3ects w�en directed by the City and the 1 g mobilization occurs within 24 hours of the issuance of the Work Order. 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 B. Deviations from this City af Fort Worth Standard Specification 1. Nane. C. Related Speciiieation Sections inc�ude, but are not neeessarily limited io: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contraet 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCED[IRES A. Measurement and Payment [Cansult City DapartmentlDivision for directio� an if Mobilization pay iiem to be included or the item should be subsidiary. Include the appropriate Section 1.2 A. 1.] 1. 1Vlobilization and Demobilizatiofl a. Meas�.u'e 1} This Item is considered subsidiary to the various I�ems bid. b. Payment 1) The work perfortned and materials �iurnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as speciiically required in the Contract 3 6 Documents 37 a. Measureinent 38 1) Measurement for this Item s�aall be per each remobilization perfnrmed 39 b. Payrnent 40 1} The work �erformed and materials furnished in accardance with this Item ,� 1 and measured as provided under "Measurement" will be paid for at the �nit 42 price per each "Specified Remobili�ation" in accordance with Contract 4� Dacuments. 44 c. The price shall include: ,�5 1) Demobilization as described in Sectian 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WdRTH N. Riverside Drive fram Galden Triangle to Keller-Hicks S'TANFARD COi35'I`Ri1CT10N SPBCII'ICATION BOC[1MENT5 Project #101587 Revised Novemher 22, 20l6 01 70 IDO - 3 MOBiLIZATjON AISD REMOBiLIZATiO3�! Page 3 of 4 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 2�F 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3. 4. 5. d. No payments will be made far standby, idle time, or lost profits associated this Item. Remobilization for suspension of Work as requ�red by City a. Measurement and Payment 1) This shall be sub�nitted as a Contract Clairn in accordance with ArCicle 10 pf s��t�o� oa 7� �o. 2} No payments will be rnade for standby, idle time, or last profits assoeiated with this Ttem. Mobilizatians and Demobilizations far Miscellaneous Projects a. Measurement 1) Measurement for this Itetn shall be for each Mohi�ization and Der�nabilization required by the Contract Documents b. Payment 1} The Work perforrned and materials furnished in accordance with this Item and measured as provided under "Measurement" will be pai�l for at the unit price per each "Work Order Mabilization" in accordance with Con1x'act Documents. Demobilization shall be eonsidered subsidiary to mnbilization and shall not be paid for separate�y. a The price shall include: 1) Mobilization as described in Section L 1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments wil� he made for standby, idle time, or lost proiits associated this Item. Emergency Mabilizations and Demobilizaiions for Miscellaneous Projecis a. Measurement 1) Measurament for this Item shall be for eac�i Mvbilizatian and Dernobilization reyuired by tha Con.tract Docuinents b. Payment 1) The Wark perfonned and materials furnished in accordance with this Item and measUred as provided under "Measurement" will be paid for at the unit price per each "Wark Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall he considered subsidiary ta mQbilizatian and shall not be paid for separataly. c. The price shall include 1) Mabilization as described in Section 1.1.A.4.a) 2} Demobilization as descri6ed in Section 1.1.A,3.a.2) d. No payments will be rnad� for standby, idle time, ar lost prafits associated this Item. 39 �10 �41 �42 1,3 REFERENCES [NOT USED] 1,4 ADMIIVISTRATNE REQUIREMENTS {NOT IISED] 1.� SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 l.i CLOSEOUT SUBMITTALS [NOT USED] 4� 1,g MAINTENANCE MATERIAL SUBMITTALS �NOT USEDj C1Ty pF FORT WOR'�H N. Riveiside Drive from Ctoldan Triangle to Keller-Hicks STANDARD CON5TRi5CTION SPECIFICATION DQCUMENTS Project # LO LSb7 Revised Navem6er 22, 201 G 01700D-4 MOBiLIZATION ANI312EMOBiLIZATIDN Page 4 of 4 1 2 3 4 5 6 7 8 1.9 QUALITY ASSURANC`E [NOT USED] 1.1U DELIVERY, STORAGE, AND IIANDLLNG [NOT USED] 111 FIELD [SITE] CONDITIDNS [NOT USED] L12 WARRANTY [NOT USED} PART � - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION DATE N�1ME 11122/16 MichaelOwen 9 Revision Log SUMMARY OF CHANGE .2 Price and Payment Procedures - Revised specif'ication, including blue text, to iake specification ftexihle for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH N. Riveis�de Dri�e from Goldan Trian�la to Keiler-Hicks STANpAIiD CONSTRUC'IZON SPBCIFiCAT10N DOCUMENTS Praject #141567 Revised i�(ovamber 22, 2416 p17123-1 CONSTRUCTiO3V STAKING AND SURVEY Page 1 of $ SECTION 41 �'123 CONSTItUCTION �TAKING ANI7 �URVEY PART1� GENERAL 11 SUMNIARY A. Section Includes: 1. Requirerr�ents for construction staking and ca�nstruciian survey B, Deviations from €his City of �ort Worth 5tandard Specification i. Nona. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Rec�uirements, Contracx Forms and Conditions of the Contract 2. Division 1— General Aequirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement xnd Payment , Construction Staking a. Measurement 1) Measurement for this Item shall be by lump suzn. b. Payment 1) The work perfarmed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking.". 2) Fayrnent for "Canstruciion Staking" shall be made in partiai payments prorated by wark completed compared to tatal. work included in tha lump sum item. c. T4�e price bid shall include, but not be iimited to the follnr�ving: 1) Verification of controi data provided by City. 2) Placement, maintenance and replacemenf of required stakes and markings in the field. 3) Preparatzon and submittal of consiruction staking documentation iu the farm of "cut sheets" using t4�e City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items hid. b. Payment 1} The work perfortned and the materials furnished in accordance with this Ite�n are subsidiary to the variaus Items bid and no ather compensation will be allowed. 3. As-Built Survey a, Measurement 1) Measuremer�t for this Item shall be by lump sum. b. Payment 1} The vvark performed and the materials furnisbed in accordance with this Item shall be paid far at the lump sum price bid for "As-Built Suivey". CITY OP' FOKT WDRTH N. Riverside Drive from Golden Trlangle to Keller-Hicks gTANDARD CONSTRUCTION �PECIFICATION DOCLTMENTS Projeet #1Q1567 Revised February 14, 2D18 O17123-2 C�NSTRUCTION STAKING ANB SURVBY Page 2 af 8 2) Payr�nent for "Construction �takin�" shall be made in partial paymenfs prarated by work eompleted compared to total work included in the lump sum item. The price bid shall include., but not be limited ta the following:: 1) Field rneasurements and survey s4�o�s to identi£y location of completed facilities. 2) Documentation and submittal af as-built survey data onto contractor redlzne plans and digital survey files. L3 REFERENCES A T)Pfinitions � 4 Construction Surve - The survey measurements made prior to or while construction is in progress to control elevatian, horizontal positian, dirnansions and cozif'iguration oistrexctureslimprovements included in the Praject Drawings. As-buili Sur�'e The measurem�nts made after the canstruction af the impravement features are camplete ta pravide positian coordinates for the features of a praject. Construction Stakin — The placement of stakes and �narkings to pxovide offsets and elevarions to cut and iill in order to locate an the ground the designed structure�limprovements included in the Project Dra�vings. Construction staking shall include staking easements and/or right of way if indicated on the plans. Sutvey "Field CheGks" — Measuremcnts made after construction staking is u �e completed and before constnictivn work begins to ensure that struetures marked on the ground are accurately located per Pro}ect Drawings. R. Technical References 1. 2. 3. 4. City of Fort Worth — Construetion Staking Standards (available on City's Buzzsaw �uvebsite} — O1 71 23.16.01_ Attacl�ment A Siu'vey Staking Standards City of Fort Worth � Star�dard Survey Data Collector Library (flcl) iiles (a�ailable on City's Suzzsaw website). Texas Department af Transpartation (TxDOT) Survey Manual, latest revision Texas Society of Professional Land 5urveyors {TSPS), Manual of Practice for Lartd 5urveying in the State af T�xas, Category 5 1,4 ADMINISTRATIVE REQUIREMENTS A. The Cantractor's selection of a sarveyor must comply with Tex�s Government Cod� ��54 (qualifications based selection) for this project. 1.� SUBMITTALS A. Submittals, if required, shall ba in accordance wiih Section al 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of w ork. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS A. Field Quality Cantrol Submittals N. Rivarside Drive irom Golden Triangle to Keiler-�Iicks C1TY OF FOTtT WC7ItTI-I project �I015fi7 STANBARn COI�S`i`RUCTION SPECIi'ICATION FOCUMENTS Revlsed February 14,2018 017123-3 COI�STCtUCTTON STAKING AI�iD S[JRVEY Pa�e 3 of 8 1. 2. Documentation verifying accuracy of field engineering work,. including coardinate conversions if plans da not indicate grid or ground caordinates. Submit "Cut-Sheets" confarming tv the standard template provided by the City (refer to O1 71 23.16.01— Attacll�nent A— Survey Staking Standards). 1,7 CLOSE�UT SUBMITTALS B, As built Redline Drawing Subxnittal 1. Submit As-Built Survey Redline Drawings documanting the locationslelevations af eanstructed improvem�nts signed and sealed by Registered Professional Land Surveyar {RPLS) responsible for the wnrk {refer to Ol 7123.16.01 — Attaehment A — Survey Staking Standards) . 2. Contractor shall submit the praposed as-built and completed redline drawing subtnittal ane (1) weelcprior to scheduling the praject iinal inspection iar City review and comm�nt. Re�+isions, if necessary, shall be made to tl�e as-built redline drawings and resubsnitted to the City prior to schedulsng the canstruction �nal inspection. 1.8 MA7IVTENANCE MATERiAL SiTBMITTALS [NOT USED] 1.� QUALITY ASSURANCE A. Canstruction Staldng 1. Construction staking will be performed hy the Cont�actor. 2. Coordination a. Contact City's Project Representative at lea�t one week in advance notifyiwg the CiLy af when Construction Staking is scheduled. b. It is the Contractor's responsibility to coardinat� staldng such that construction activities are not delayed or negatively itnpacted. 3. General a. Contractor is respozisible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible fox costs to p�rform staking. If in the opinion of the City, a sufFcient nurnber of stakes or znarkings have b�en lost, destrayed disturbed or ornitted that the contracted Worlc cannot take place khen the Gontt'aetor will ba required to stake or re-stake the deficient areas. B. Construction Survey 1. Constructian Survey will be performed by the Contractor. 2. Caordinaiion a. ContractQr to verify that horizontal and vertical contro� data established in the design survey and required for constructian survey is available and in place. 3. General a. Constru�ction survey will be performed in order io canstz�uct the work shown on the Construction Drawings and s�ecified in the Con�ract Documents. b. For eonstructian rnethods other than open cut, the Con�ractar shall perform constructian survey and verify contral data ineluding, but not limited to, the following: 1) V�rification that established benchmarks and contral are aecurate. CTI'Y OF FQxT WORTH N. 17iverside Drive fi•om Galden Triangle ta Keller-Hicks 5TANDARI3 GONSTRUCTT03V SP�CIFICATIDN➢OCUMEi�"I'3 �roject #101567 Revised February 14, 2018 017123-4 COI�STRiTCTION STAKING AAfi7 SiJi�VEY Pa�e 4 of 8 2) Use of Benchmarks to furnish and maintain alI reference lines and grades for tunneling. 3) Use of line and grades to estab�ish the Iacation of th� pipe. 4) �ubmit to t�ue City capies of field notesused to establish alI lines and grades, if requested, and allow the City to check guidance system setup prior to heginning each tunneling drive. S) Provide aecess for the City, if requested, to verify ihe guidance system and the line and grade af the carrier pipe. � The Contractor remains fixlly responsible for the accuracy of the work and correction of it, as required. 7j Monitor line and grade continuously dt�ing constrttctian. 8) Record deviarian with resgeet to design line and g7rade once at 0ach pipe jaint and submit daily records to the City.. 9) If the installation does not meet the specified toierances (as outlined in Sactions 33 05 23 andlar 33 OS 2�}, immediately notify the City and conrect the installation in accordance with the Contrac� Documents. C. As-Built Suz�+ey 1. Required As-Built Survey wi11 be performed by ihe Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm vvhich features require as- huilt surveying. b. It is the Cantractax's responsibility to eoordinate the as-built sur�vey and requirea me�.surements for items that are to be buried st�ch that consiruciion activities are not delayed or ne�atively impacted. c. For sewer mains and rn+ater mains 12" and under in diameter, it is acceptal�le to physically measure depth and naark the �ocation during the progress of construction and take as-built survey after the facility has been buried. The Contractar is respansible for t�te quality contr'ol needed to ensure accuracy, 3. Genexai a. The Contractor shall provide as built survey including the elevation and location (and pxavide writ�en documentation to the City) of constructian features during the pr'agress of the constrnction including the following: 1) �Vater Lines a} Top of pipe eievations and coordinates for waterlines at the following 1o�cations: (1) Minimum every 2501inear feet, including (2} Hnrizon�al and vert�eal points o£ inflection, curvature, etc. (3} Fire line tee (4) Plugs, stub-outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Saniiary Sewer a) Top of pipe e�evations and coordinates far force mains and siphon sanitarq sewer iines (nan-gravity facilities) at the follo�ing locations: (1) Minimurn. every 2501ineax feet and any buried fittings (2) Horizontal and vertical points of infl�ction, curvature, etc. 3) 5tormwater—Not Applicahle CITIf OF FOR'T WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDARp CONSTRUCTION SPECiFiC�TION DOCi]�vI�NTS Praject #101587 Revised Tehruary 14, 2018 417123-5 CONSTRUCTIQN STAKIN� AD1D SURVEY Page 5 af S b. The Contractor shall pravide as-built survey including the slevatian and �ocatio� (and provide wri4ten doeumentation to the City) of constructian features after the constructio6 is completed including the following: 1) Ma�holes a) Rim and flowline ele�ations and coordinates for each manhole 2} Water Lines a) Cathodic protection �est statians b} Sampling stations c) Meter box�slvaults (All sizes} d} Fire hydrants e) Valves (gate, butterfly, etc.} � Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhale rim and valve lid} h) Pressure plane valves ij Undergraund Vaults (1) Rim and tlowli.ne elevations and coordinates for each Underground Vault. a) (1) Rim and flawline elevations and coordinatas for �ach b} Manholes and Junction Structures (1) Rim and flowline elevatians and conrdinates for each manhole and j unction structure. 4) Stormwater — Not Applicable 3) Sanitary Sewer Cleanouts 1.10 DELIVERY, STORAGE, AND HANALING {NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY pART � � PRODUCTS A. A construction survey will produee, but will nat b� limited to: 2. �4. Recovery of relevant control points, points nf curvature a.nd points of intersection. Establish temparary harizontal and vertical contral elevatious (benchmarks) suifieiently permanent and Iaca�ed in a manner to be used throughout construction. The laeation of planned facilities, easements and impro�ements. a. Establishing fmal line and grade stakes for piers, floors, grade beams, parking �eas, utilities, streets, highways, tunnels, and other construction. h. A record of te��sions or corrections noted in an orderly znanner for reference. c. A drawing, w�an required by the client, indicating the horizontal and vertical location of facilities, easements and impravements, as built. Cut sheets shall he provided to the City inspector and Survey �uperintendent for all construetion staking proj ects. These cut sheets shall be on the standard city tempIate which carn be obtained f�rom the Survey Sugerintendent ($17-392-7925). Digital survey files in tlie following farmats shall be acceptable: a. AutoCAi] (.dwg) b. ESRI 5hapefile (.shp) CI'I`Y �F FORT 1�70RTH iV. Riverside ]Jrive from Golden Triangle to Keller-Hicks STANDARD CONSTRUCTION SPECIFICATI03V 1lOCUMENTS Praject #101567 Revised February 14, 2018 q17123-6 C�NSTRiTCTION STAKING AND SURVEY Page 6 of 8 c. CSV fiie (.csv), formatted with X and Y caorc�inate: �n ,� Uar�te c�lumn5 (usr standard c�.mplal��, if avuilable) 6. Su�vey files shall include vertical and harizontal data tied to original project cont�'ol and benchmaxks, and shall includa feature des�riptions PART 3 - EXECUTION 3.1 INSTALLERS A. ToLerances: The staked loeation of any improvement or facility should be as accurate as practical and necessaiy. The degree of precision required is dependent on many faetors ail oi which must remain judgmental. T�ie taierances listed hereafter are based on generaliiies and, under certain circumstances, shall yield to s�aecific requirements. Tha surveyor shall assess any si�uation by review oi tha overall plans and through consultation with responsible parties as to �he need far speczfic tolerances. a. Earthvcrork: Grades fvr earthwork or xough cut st�ould nat exeeed 0.1 ft. �ertical tolerance. Horizontal alignmeni for earthwark and rough cut should not exceed 1.Q ft. talexance, b. Horizontal alignment on a structure shall be within .O.lft tolerance. c, i'aving or concrete for streets, curbs, gutters, parking areas, dri�es, alleys and walkways shall be located vvithin the confines of the site boundaries and, occasionally, along a bounciary or any other restrictive line. Away fram any restrictive line, these facilities should be staked with an accuracy producing no more than OASft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electri.c lines, shall be located horizontally within their prescribed areas ar easements. Within assigmed areas, these utilities should be staked with an accuracy pxaducit�g no more than 0.1 ft tolerance from a speciiied.locatian. e. T�e accuracy required for the vertical location of utilitzes varies widely. Many undergraund utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and n�erhead utilities on pianned proiile, but not depending on gravity flow far perfarmance, should not exc�ed 0. I ft. tolerance. 1. B, Surveying ins�ruments shall he kept in close adjusttnent according to manufacturer's specifications or in compliance ta standards. The City reserves the xight to request a calibration report at any time and recommends regular maintenanca schedul� be perfarmed hy a cerkified teehnician every 6 months. 1. Ii� 3. 4. Revisions, corrections and other pertinent data shall be logged for future reference. Field measurements of angles and �istances shall be dane m such fashion as ta satisfy the clasures and tolerances expressed in Part 3.1.A. Vertical locations shall be e�tablished from a pre-established benchmark and checked by closing to a differen.t hench mark on the same datum. Construction survey iield work shall correspond to the client's plans. Irregularities or cnn�licts found shall be reported promptly to the City, CITY OF FORT WORTH N. Riverside Drive from Golden Trlangle to CCeller-Hicks S'f'ANDARD CONSTRUCTION SPECIF'ICATION DOCIIMENTS Praject #1o15fi7 Revised February 14, 2018 017123-7 CONSTRUCTION STA.KiNG AND 3LIRVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 3.5 APPLICATIDN RE,pAIR � RESTORATION A. If the Gontractor's work damages or d�stroys one ar more of the control monumentslpoints set hy the City, the monuments shall be adequateiy referenced for expedient restoration. 1. Nntify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perfot-�n re�lacements andlar restoraiions. b. Tl�e City may require at any fime a sutvey "Field Check" of any monument or benchmarks �hat are set be �erified by the City surveyors before further associated work ean move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD EnRI SITE QUALITY CONTROL A. It is the Contractor's responsibility ta maintain all stakes and controY data placed by tih� City in accordance with t�is Specifieation. This includes easeu�ents and right af way, if noted on the plans. B. Do not change or relocate stakes or contral data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City xeserves the right to perfarm a Survey Check at any time deemed necessary. 2. CYzecl� by City pexsonnel or 3'� pariy contracted surveyor are not intended io re�i�ve the contractor af hislher respansibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLE.ANING [NOT USED] 3.i1 CLOSEOUT ACTIVITIES [NOT USED] 3.1� PROTECTION [NOT USED] 313 MAINTENANCE �N�T USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log CIT'Y OF FORT 4VDR'['fi N. Riverside Drive from Galden'i'riangle to l�ell�r-Hieits S'I't\NIIARD CONSTRUCTION SPECIFICATION TIDCL]MLNTS PToject #101567 12evised February 14, 2018 oi�iz3-s CQNSTRUCTiON STAKING AND 5LIRVEY Page 8 oi 8 DA'T� NAME 813112(l12 D.3ahnsan 8/31/2017 M.Owen 211�112018 j M Owen SUMMARY OF CHANGE instruction and modified measurement & payment under i.2; added ions and references under 13; rnodified �.6; added !.7 closeout submittal ;ments; modified 1.9 Quality Assurance; added PART 2— PItODUCTS ; 3.1 Inskallers; added 3.5 Repair/Restvration; and added 3.8 System Startug. �ed "blue text"; revised measurernent and payment se�tions for Constrisction g and As-Built Survey; added reference ta selectian compiiance with TGC revised action and Closeout submittal requirements; added acceptahla depth rament criter�a; cev'ssed List of items requiring as-built snrvey "during" �nd ' eonstruction; and revised acce�table digital suivey fle format N. Riverside Drive from Golden Triangle to Keiler-Hicks C1TY O� FO�tT WORTEI Pro�ect #L01567 STANI?ARI7 CON3TRUCTIQN SPEClFICATION DbCUMENTS l�evised February l4, 2018 � 4 - -� : � � I. � '� � Se�tior� 417� ��.0� - Attach��nt � �urv�y ��akin� St��nd�rd� Fe�bruary 2�17 O:\5pecs-Stds Go�ernance Process\iemporary 5pec Files�Capital Delivery�Cap Delivery Di� O1\0171 23.16.01 Attachment A_5urvey 5taking 5tanc4ards.docx � Page 1 af 22 These pracedures are intended to pravide a standard method for construction staking services associated with the City of Fort Worth projects, These are not to be considered all inclusive, but only as a general gu9deline. Fnr projects on TXDOT right-of-way or thraugh joir�t TXDOT participation, adherence to the TXDDi Survey Man�al shall be follawed and if a discrepancy arises, the TXAOT manualshallprevail. (hL�:LLGl1�tT�eriiarivai_ }.xCl�t..O�tKdOtt'11dnU��Sje� 5je« �d'f� if you have a unique circumstance, please consult with ihe project manager, inspectvr, or sur�ey department at 817-39Z-7925. i�b1e of Con�er�ts I. City af Fart Worth Contact lnformation IL Construction Calars lll. Standard 5taking 5upplies IV. 5urv�y �.quipment, Control, and Datum 5tandards V, Water Staking VI. Sanitary Sewer Staking VII. Storrn Staking Vlll. Curb and Gutter Staking IX. Cut 5heets X. As-built Survey Q:\Specs-Stds Governance Process�Temporary 5pec Files�Capital Delivery\Cap Delivery Di� 01\0171 23.16.01 Attachment A_Survey 5taking Standards.docx Page 2 of 22 � Il� Surr�eb �epar�men� Con��ct In�arm��ion Physical and mailing address: 8851 Camp Bowie West eoulevard Suite 3D0 Fort Warkh, Texas 7fi116 Dffice: [817} 392-7925 5urvey Superintendent, direct line: {817j 392-8971 ��r�s�ru�fii�� olors 7he following colors shall be used for staking or identifying features in the field. This includes flagging, paint of lafihs/stakes, paint af hubs, and any +de�tification such as pin flags if necessary. Utili�y PROP05ED EXCAVATION AI�L ELEC7RIC ANp CONpUITS POTABLE WATER GA5 OR OIL TELEPhONE%FIBER OPTIC SURVEY CONTRDL POIN75, BENCHMARKS, PROPERTY CORNERS, RIGHS-OF-WAYS, AN� AtL PAVING (NCLUDIIVG CURB, SIDEWALK, BUILDIf�G CORN�RS SANITARY SEW�R IRRIGATION AND R�CLAIM�D WATER � S�andard �t�l�ir� 5u lies Colar WNISE YFLLOIN OI�AN�E Pi�K O:�Specs-StcJs Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div 01�0171 23.16.01 Attachment A_5urvey 5taking Standards.docx ^ Page 3 of 22 itp,Y, fVYinimum si�e 111. �ur�e � ui r�ent Control and �a�um ��nd�rds A, City Benchmar�s All city benchmarks can be found here: i�tt��artw�rtht�xas�ov itsoluti��s G�� . took for `Zaning Maps'. Under `Layers' , expand'Basemap Layers', and check on `�enchmarks'. B. Conventional ar Robotic Yotal 5tatian �quipment I. A minimum of a 10 arc-second instrumenC is required. ��, A copy of the latest calibration teport may be requested by the City at any time. lt is recommende� that an instrument be cali�rated by certified technician at least 1 occurrence every 6 months, C. �letwork/V.R.S. and static GPS Equipment � {t is critical fihat the surveyor �erify the correct horizontal and vertical datum priar cammencing work. A site calihration may �e required and shall consist of at least 4 control paints spaced evenly apart and in �arying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the cafi�ration report at any time. Network GPS such as the Western qata Systems or Smar�Net systems may be used for sCak9ng ofi proper�ylR.�.W, �orced-main water lines, and rough-grade only. FVo GPS stafcin for concrete sanita sewer storm drain final rade or an hin that needs �erCical radin with a tolerance of D.25' or less is aHowed. D. Control Poin�s Set I. All control points set shall be accompanied by a lath with the apprapriate Northing, �asting, and Elevation (if applicable] of the point set. Cor►trol points can be set rebar,'X' in concrete, or any other appropriate item with a stable base and of a semiTpermanent natur�. A rebar cap is optional, but preferred if the cap is marked'control point' or similar wording. {�, Datasheets are reguired for all contral points set. Datasheet should include: A. Harizantal and Vertical Datum used, Example: N.A.D.83, North Central Zone f� C. 42a2, NAVD 88 Elevations Grid ar ground distance. — If ground, provide scale factor us�d and base point coordinate, Example: C.S.F.=0.999125, Base poi�t�North: 0, EasC=Q Geoid model useck, �xample: GEOIDI2A O:\5pecs-5tds GovErnan�e Proc�ss�Temporary 5pec Fi1es�Capital D�livery�Cap Deliwery Div 01\0171 23.16.01_Attachment A_Survey 5taking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, t1�e City's preferred grid datum is listed below. Careful consideratian must be tafcen to �erify what datum each project is in prior ta beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Pro'ected Coordinate System: IVAD_19�3_StatePlane 7exas_I�orth_Central_FIP5 4202_Feet Projection: Lambert_Conformal_Conic Fa1se Easting: 196$500.00DOa000 False Northing:6561666.65666667 Central Meridian: -98•50�Ofl000 5ta nda rd_Paral lel_1: 32.1.33333� 3 Standard_Aarallel_2: 3�.96666667 Latitude_Of_Origi n: 31.66666667 Llnear Unit: Fflat_US Geographic Caordinate 5ystem: GCS_North_American_1983 patum: D_North_American_1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless nf what datum �ach pdrt�tul�+� �rnj�ct �s ii�, efeli�r:.��l�� to th�� C*y must be converte d/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may bej and 1 copy should be in the NAD83, TX Narth C�ntra14202 zone. See Pre erred File NAmin Canvention below F. Preferred Deliverable Format txt .csu G. Preferrecf Data Fnrmat .dwg .jnb p,N,E,i,D,N Point Number, Northing, Easting, Elevation, Description, Nates (if applicablej F�. Preferred File Naming Canvention 7his is the preferred format: City Project Nurr�ber_Description_�]atum.csv Exam 1e for a ro'ecC that has surface caordinates which must be translated: File 1� C1234_As-built of Water on Main Street_Grid NAD83 �XSP 4202.cs� p:\Specs-Stds Go�ernance Process\Temporary Spec Files�Capital Qelivery�Cap Deli�e�y Di� 01\0171 23,16.01 Attachment A_5urvey Staking Standards.docx Page 5 of 2� File 2: C1234_As-huilt of Water on Ma9n Street_Project Speeific Datum.csv �xam�ale �on�ral Sical�es O:`5pecs-Stds Governance Process�Temporary 5pec Fiies�Cap9tal Delivery�Cap Deli�ery Div Q1�0171 23.15.D1 Attachment A_Sur�ey Staking Standards.docx Page 6 of 22 � � � � � � , r � � � � � �_J__ 1(�1� � I� �C � 1%I w � m � � � CJ � � r Lw J W EL.= 10D.�Q' w 00 � ' � � � Q �• 1 r— T '�` t° i _� � ll J r!i i � w � � m _ � , � 0 t CP �1 ; �=�oao.ao W �- � � a ac cc� � �� w �� C� ,Q _ � � � :� — � � � � � J � � ~ w � � � m" w � �. _ -{ �=�oaa.00 � ; �_=�. -� � � � � I V. Vllater �takin St�nd�rd� O:�Specs-Stds Governance Process\Temparary Spec Files\Capital Delivery�Cap pelivery Div 01�4171 z3.16.01 Attachment A_Survey Staking 5tandards.docx Page 7 of 22 A. Centerline 5�aking — Straight Line iangents I. Offset lath�stakes e�ery 200' on even statians ��. Painted blue lath/stake anly, no hub is required III. Grade is to tap of pipe (7/P) for 12" diameter pipes or smaller IV. Grade ta flow line (F/Lj for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes V1. Grade should b� �4,Q0' laelow the proposed top of curb 1i�� for 12" and Varger diarneter pipes Vll. Cut Sneets are required an all stakir�g and a copy can be received �rom the survey� superintendent �ptior�al: Actua! stakes shal! consis� of a 6QD nai! or hub set wrth a whisker B. Centerline Staking - Curves I. lf arc length is greater than 1�0', P�C (Point of Curvaturej o#fset stakes should be set at a 25' interval II. Same grading guidelines as above I11. Staking afi radius points of greater than 100' may be omitted C. Water fillieter 8axes �, 7.0' perpendicular offset i5 preferred to the center af the box �I, Center af the meter should be 3.0' behind the proposed face af curb III. Meter should be staked a minimum of �.5' away from the edge of a driveway IV. Grade is to top Qf box and should be -�a.06' higher than the proposed top of curb unless 5hawn otherwise on the plans p. Fire �ydrants �, Center of Hydrant shauld be 3.0' behind proposed face of curb IL 5urvey offset stake should be 7.0' from the center and perpendicular ta the curb line or water main Ill, Grade of hydrants shouid be +�0.30 higher than the adjacent to}� of cur6 E. Water Valves & Vaults l. Offsets should be perpendicular to the proposed water main li. RIM grades should only be provided i# on plans �xam 1� 1Ala�rer Stak�s 0:\Specs-5tds Gov�rnance Process\Temporary 5pec Files\Capital Delivery�Cap Relivery Di� 01�0171 23.16.01 Attachment A_Survey 5taking Standards.docx Page 8 of 22 �� } ��d . SN ._ 5 + i �� + � � � � T� �� I� �� p�� L �I ST'A=2tQ0 � � C-3.82 � � J� � [, `+ � `, i � 1 � _w_��, � � �A J � �� 1 � � � C3' r �4� � 7�-"'� �<C �, 7r 0�5 � i'1��L� �57A-1+72.A1 III � C-3.81 ! I � � �L {` � 1 5 W LL � Q j tn � � � � � � -- - � � �iaa��.a rtm.ts' _ _ m '� � w I � I ��. V -I JI � r . � � i� �`I I >� I � Y , I� . � - � ,. j� � � "J � i _ °' � °- '" � � I ,_,_ ? � a ' z � �, ,4 W �, ;� � � � x z � �.�i �",,, � °- r � ' �� -f � � ti II r � �� i �� ' `f �.a.� . •J 1 (� � � ` � ��u f � � � �.�� "t� 7.a�..- /� � ��7 p��, i� � srn-o+oa I, : c-s.�s ' �� .J ty Il" � � � r E- — � ' � � , ,��, � � � f �4 —�� Q r } � � v, �,, [Il Y �' - '. �� LJ � U _1419 �� 1�O.Cll9) r �,_� m � �, i �� F w �p ui � � i j =m4 . � VI. S�ni�a �er�+er S�al�in O:\Specs-Stds Governance Process�Ternporary Spec Fi1es\Capital Delivery�Cap Deli�ery Div �1�0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 22 A. Centerline Staking — Straight �ine Yangents I. ln�erts shall be field verified and compared against th� plans before staking 11, Painted green lath/stake WITH hub and tack flr marker dot, no flagging required III. 1 offseC stake between rrianholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicuVar to the centerline �, Grades wiil he per plan and the date of the plans used sho�l� be noted VL I� multiple lines are at one manhole, each line shall have a cut/fill and direct9on noted VIL 5takes at every grade break VI11. Cut she�ts are required on all staking Optional: Actua! stakes shall consist of a 6DD nail ar hub set with a whisker �. Centerline Staking — Curves I. If arc length is greater than 100', POC (Po�nt of Curvature) offset stakes should be set at a 25' interval r�, 5taking of radius points of greater than 100' may be omitted C. Saniiary 5ewer Manholes �. 2 offset stakes per manhole for the purpose of pro�iding al9gnment to the contractor ��, Flowline grade 5hould be on the lath/stake for each flowline and direction noted �IL RIM grade shauld only be on tl�e stake when provided in the plans O:\Specs-Stds Governance Process�Temporary 5pec Files\Capital Delivery�Cap Delivery Di� 01�0171 23.15.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 �x�r�ple Sani�ary Se�er Sta�es f�-� �— ca � � � � � � W �� r�,� �� . � ��°� � �� . �� ,_ � � ,__,, > , c� t�t� E � ' ~ S I , � � I ,�cs � �,- I !� _: � � '7' 70/� � �aS i�� STA-3+TI� I��ur a-�°! �I ��z °-'°�.�1 � C-4°A i _, , � w - � �" � 1 � p �� I � l � r � S �,�, . � � � , � t; � � 1 �, �; � in � �i � {l I ' i 12�. O/5 �, SS�� 11 �A a+��11�sn C-�°�' �� -��I� � c-a� j�� r�$�"�; ��+ � C-3� � � � � �' � � � , F-- � � - ��. ti �� m ir � � 1 ; � � �� %$ � �a' �` 1� �A=1t$$� {�� Lr+4� �. I „ � � r � � _ .� I � � � � �� a �i � j`, Y D � p � � � z � W� � � y r � � � o� �� g �� ' E f'�l! v' � z e� & �n + 4 Qy + . +' �i' k ,� �L � � � yda w� � w .�i . �� c`� �.,.� � � L�� F F � e�_. .2� �TF � � ��a� i� �mm � �� x �' � � , `�'�' `-'`�' �� '� Y�' �. 5 u'W�'°�c � y�� ' �D � �� 7' ,�fS �� sra�o+oa`Iivt�Y o-s�+��wYc-s�� F�-v'� V-' i � � ~ �f �� '� t �� ' � � � �� `� � � f— ca � ; � 1 � � � �z' 0/5 � �� L srn-a+aur�l� �-�� v� �s��, � �-0� � , ' � , �� l� . .i I I �� _ '1 W , +� �c� � � �a� �� f �� a� d� �� d , �� D;\5pecs-5tds Governance Process�Temporary Spec Files\Capital De�ivery�Cap Deli�ery Di� 01\0171 23.16.01 Attachment A Survey Staking Standards.docx Page 11 of �2 VII. St�rrn �ew�r �a In{e� �takin A. Centerline Sta�Cing — 5traight tine Tangents I, 1 offset stake every 200' on even sCatians ��. Grades are to flowline of pipe unless atherwise shown on plans 11L 5takes at every grade �reak IV. Cut sheets are required on a11 sCaking Optional: Actual stakes sha11 cansist of a 6�D narl or hub set wrth a whisker B. Centerline Staking — Gurves I, If arc length is great�r than 100', POC (Point ofi Curvaturej offset stakes should be set at a 25' inter�al 11. Staking of radius points af greater than 100' may be omitted C, Storm brain Inlets l. Staking distances should be measured from end of wing II. Standard 10' inlet =16.00' total length III. Recessed 10' In1et = 20.Ei0' total fength �V, Standard dauble 1Q' inl�t = z6.57' total length V. Recessed double 10' inlet = 30.67' total Vength D. SYorm Drain Manholes I. 2 offset stakes per manhole fior the purpase af providing alignm�nt ta the contra�tor �l, Flowline grade should �e on the lath/stake for each flowline and direcfio� noted 111. RiM grade should only be an the stake when pro�ided in the plans O:\5pecs-Stds Governance Process�Temporary Spec Files\Capital �elivery�Cap Delivery D.iv b1�01 71 23.16.01 Attachment A_Survey Staking Standards.docx ^ Page 1z of 22 ��rnp{e 5��rnn I�le� Sta��s FI��NT ��IDE FACING �.� LJ�� (917E F�YIO Fi.0.W.J PG i � � "I :� � ,�, ti�i �ri� . .' � c+tiCf g�,�, , -- - - .. . a � � n m 0 � I � "'� � �� I�e[fTiFl� �h,... � � �.�' G� ��t. N�i�+�i. � I BEIMG Sl`W4EU ' 4 � � w��s ��An4N � , �TEO ON PLANS) � - �n�Es ��taoE TI� '4 t�F CY �RB .� k � G �+ IT�eir—c` ' t u� n 1 � � FF� � f�l T �sia� ��,cir�� .) �,��i_��-_�� , � ., L.7Y'4�C\ {5�E FN7NR Fi•O�W.} r'ikT r l��' � HV9 �vaHl n� �� °, � � � � z r � I�p Z / " r*1 •pF3�1li'F1E'.5 Vh11�l1 �� END EiP' lNE WANG r 9�1N[3 �TAtCf� �i � + � T/C "Ti + � � � c�-i .� � - - STANaAR� 10' - 18' � REC�5S�6 1C1� � � 5TANopRo oDUBLE 1a' � ��.�+� � -- — — — — — — PEC�SSE� 170�.1&lE 10�� 30�87 _ � ^ _ �. _ _ .� — — -�p _� is I � f . 9ACK QF INLE7 , , �I � • y; :��:• ;�' ;�. .1a::�: ��•:' .:'' :.. - �� . `; ai �� "• �IAMHOLE '; 4 � 'b�I 'S R!M �r � �1 �p •f � 1 •: � � _ J BACK QF GUF� _ � ^ FLO'M.INE � FDGE OF PAVEhiENT , ,. ,. •.. •;••' .. . =' � ,.1 ,:{ y. :'• k; ...`�..±�•.; _�,r . FA� OF IHLEi + Fl4CE C�FT{NLE7 EI'jGf pF PAt+E3AFhIT OF � ��€ oF cu�a� _ _ J FlD4rLINE J. ^ �EOGE Cf' PASrEMENT Q:�Specs-Stds Gov�rnance Process�Temporary Spec Files\Capital Delivery�Cap Delivery Div 01\�171 23.16.01_Attachment A_Survey 5#alcing S#andards.docx Page 13 af 22 l�Ill. �urb �nd �u�t�r S��kin A. Centerline S#aking �- 5traight �ine iangents V. 1 offset stake every 50' on even s�ations VI. Grades are to top �f curb unless otherwise shown on plans Vll. Stakes at e�rery grade break VIII. Cut sh�ets are required on a!V staking Optianal: Actual stakes shall consist of a 60D r�ail or hub set with a whisker B. Centerline Staking -- Curves IIL If arc length is greater than 1,00', POC (Point af Curvaturej affset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omTtted� Q:�Specs-Stds 6overnance Process\Ternporary 5pec Files\Capfta! Deli�ery�Cap Delivery �iv Ol\4171 23.16.01 Attachment A_S�rvey 5taking Standards.docx Page 14 of 22 �xar� fe Curb �a G�t�er Stal�es FR�JNT �s�Q� F�ac��ac �) FR�7NT (514E FACIIVG �) U f'4�`� {�loE F'ACING R.a.YI.} - � . _� i` ,,-i V ` .... .. _. ��y d �+�. �� .- � • � � �. i :niui R� P� -�•u• ,,, F'RON7 ,mru�_ �o �anE Fae�xa +F� nnx a� 9Nsvar FI�ONT Q {�pE FAGING �� , �__* � a � � � Q �' � P7 , � o � � T/� � � � i ��lr " �~,I d a � i� i ., I_ �. „� �- -q � N I{ I I * II � �' � iiii � � � i�i i ��+,_+��...,r r i i i1 �Tl�%, 11 - - R � � �i hq QlkAt7E ON -_ - a "'� I � t + II nauius rarv�s �� - � 4 �R !� ti ti ry � ' �� f I _ _.. , `��,�o� i ! � � { II � _ " ��ic�,/{/{� /!+ 1� �+ - t\r — 1' i� � � J 4�, � r f �f fl f ��'�, f• �/ I f f1 f r r '� � ��F �� 1 ..--"'~ - � . - l"S]P OF �URB `--r' � �� {`�''�' �! � - �� r� ��,.r �Y`�� I � � �"'' � E �F. �� r �� yFr ` ��! �� .""r" � "r'' v � �"'W { � '` F � � �� r �r..- �r BA�K OF CUF:F� f-�"" � r`' ' Y�{�''"7 3f'� �YF +yr''��Y-�� ,.r '�� v'"�� ti 4 � 4� ' F'ACE C3F CURB L----� fY�� FLOWLI NE EdGE OF' PAVEMEhJT �x�r� le �urb � �utter St�kes at In�ersection O:\Specs-Stds Go�ernance Process�7emporary Spec F91es�Capital Delivery�Cap Delivery Div 01�0171 23.16.q1_Attachment A_Survey Staking Standards.docx Page 15 of 22 ., � � � � � � ! � � C� �, t o� a/s � m�_sn�z+so'I F F+a� I � � w 1 � c� � .�. xa �a -�� ,�� i� •�ing�i : i ¢ #� i m � o- — --- i � ! . � .. - -- �. 0 .. � �i — _ e � ,Q � �� Qr� e _ F, ,a � Y� � ._ � ��f , ^ �.�1 :"� y �� - r __ , i � f q �i I I� Q+ ...� .,� . � � F� W � ��i/7 �� 9 � `�i?� � O:�Specs-Stds Gavernance Process\7emporary Spec Files�Capital Deli�ery�Cap aelivery Di� 01�D171 23.16.01 Attachment A_Survey 5taking 5tandards.docx ^ Page 16 of ZZ IX. Cut Sheets A. Date of field work B. Staking Methad (GP5, total statian) C. Pro}ect Name p. City Project Number (�xample: CD1234j E. Location �Address, cross streets, GPS coordinate) F. 5ur�ey company name G. Crew chief name �i. R biank temp��tc �.an t�e aot��ned frvm th� s�n�ey .-uwerintendent (see it�m I abor�e) �tand�rd Ci�� Cut Sh�et �ate: c;ty �roj�ct Plumber; �roject Name: ❑ TOTAL Staking iVlethod: ❑ GPS STATION �OCA'YION: CONS�f LTAWi1CON'�RACTOR SU�V�Y CREW IPIIilALS ❑ OTHER ,. �..� .�R �r�n r1� /�l �GA I IAII CCC fii4l�rRW1S� �O��Q. �►►�.L GRAlJES A�rCS, �v �'6vvv�i�� v� �vr v� .......... ....c,�_- ---------- - OFFS.ET PROP. Sl'AKED _ CUT + FILI. PT # STATION DESCRIP�IDN G�p� ELEV. -LTE�RT O:�Sp�cs-5tds Governance Process�Temporary Spec Files�Capital Delivery�Cap De��very uiv Ui�ul i� 23.16.01 Attachment A_Survey Staking 5tandards.docx Page 17 of 22 X. As�buil� Surve ,4. 9efini�ion and Purpase The purpose of an as-built survey is ta �erify th� asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. 5ee section IV. As-built surr►ey should include the followin� (additional items may be requested): Ma�holes Top of prpe elevations every 250 feet Horizontal a�nd vertrcaf points af !nflection, curvature, etc. (A11 Fittir+gsj Cathodic protectior+ test statrans Sampling stations Meter boxes/vaults (Alf sizesJ Fire lines Fire hydrants Gate valves (rrm and top of nut) Ffugs, stub-o�ts, dead-end lines Air Release valves (Manhole rim and vent pipej 81ow off valves (Manhole rim and valve Irdj Pressure plane valves Cleaning wyes Clean outs Casing pipe (each endJ lnverts of pipes Turbo Meters O:\5pecs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Di� 01�01 71 Z3.16.01 Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Exampie Deliverable A hand written red line by the field surveyor is acce�table in most cases. Th�s should be a copy of the plans with the paint number noted by each asset. If the asset is miss9ng, then the sur�eyar should write "Nu �. ;_�NP" to notify the City. 0.�5pecs-Stds �overnance Process\Temporary Spec Files\Capital Delivery�Cap pelivery Div 01�0171 23,16.01 Attachment A_5urvey Staking 5tandards.docx Page 19 of 22 � i r �� n �� y �� ,� �6 � � a9 � �� $�� a� � � �E � �� . �- cs�-�rJs-yKiri,�niti+,i" " � i,��"°�_.. , � -�,� I ,�:f�4`�� I' —"in�ir- L �ill'�f:.J . � ' ' r` r„�-� 1 .F � �..- :_�-:r�----:�_. : ----.�_._ -- � � : � fl � --.-- _...'- : � _ F� -- - __.� _. .._., _ . ; g ; . . �! ±y. . — � - --�T�,� � �� ::=- -_:-: I f �; .: --- � �: � I ,�.,.,. _ �r .� .. ,..,. -=��ir .. .- { �� : ----�-::_ .-: � .�+ ��i:K;.-- +��, * �._ - � � " i�'f i �'a�—� :_;� _. -: --?r�. �+?+ . L _�_ _ _. ,��i �nir�� Rr � � _ . . " [I� _ _' . . . fl : -� ��' " __" - _ ..� FI .__""... _""_"__ ""f'f � � ��_�vY �" — — r � �----.� i .. ___— ... -�� i �� .----� , _. __ � _=.�r � �, � �;, � '-" T#i�4i '.F--�: .a --- i ' ',fi'F.*i�F5�' '�: ' � � �+- �y' +"-�"�-�Y;. -- '+� + �+:�r � ,.,,qr}'� � ,.--'ri�rr — .�cF {- - ��i=_-- r� � - _�ar �.��1��,� .. . -; .. .�. v�,i - ,-.}:: +�`"__._ -�rm .. "�..`.ri7::�,�� . � i� �' i � . _„� ' ; r �' �.r��+raM-J--�� -----�li�.�g .. ...' :-�---�—_'-- . � � �- - � � ----- --� ----� . --- ---- I --.. � . "_—�""----� -�� sl�i � �I d � _.� "—T..-� � �` ��. � 0:�5pecs-Stds Governance Process�Temparary 5pec Files�Capital Deli�ery�Cap Deli�ery �iv 01�0171 23.16.01 Attachment A Sur�ey Staking 5tandards.docx Page 20 of 22 _,��: � -, �r,r-r- - - �1NL Ili:C1.OTAk RLU �� p - !E'iiL fftOYl) AR1 g�CyX Pfi�P.f2'prV'FR ,�u. �rzx ixr�' . rrr�, r,�++z es"° r�¢�� ' ' BLX 6 �" urr' z � � ��,� ��ua �ove Extsr, � ��w,v� J�� , �� sTAoS!'�U � IpIJL (FIDI'0 ORJ REY9V� 1� 5�lVAG� EXl5T. EiATE VkYE S� REUGCER awxecr ro ,�rrsr. a�v�v�rr lxsr,�w r�z��n s�.�ve �-iex a�nuc� rr,�eae v,w�e N�Ci�p099,69i0 e,z�.ws�:nn4s � �� FwlWorfA /�r ay �,a a� dw°� �� . � r�osrrrr. r�e�ervexr.eExn srtirr�sr�-e�ac N�64£/G915!%5 !!'SFALf,+ � T� � Rera�ve � suv� Ex�r. e�r� vuve rA o�aaa - r.x w �r a �� rzts r�rr.e�r,� � � � o�f�,v�, {ryJJOff,.fg,j/ car�ral7 uC xw.• new�v�sei 57'A 0�06 �!P WL fFl[I/D C lNS7'Alli F!E'lLLS7U0 SiEEVE 57 !F G1F !2'WATFJt P1PE WVPJlEt7 TO I`Xl5T. ff'WAi'FJt N�9f!l�5999 E•22Ai3091rii6 srti v�.ae � re w sra a�a - ra�ai IRSFiN1. 1NSINL r!P'�SYER/.8EN0 h1P43VFR1:8Fh'D N'tlfi'O�fI H�fi9f/0524653 v � r�ex a�a�aiz r�e r� Hcrca-e v�wE� / h �fR� M'LW%�A� rr� enr�wrr �o � rczaa�� vr,�v� n�nagan� � E«22962B9E3AB IDI' ! � � dme,�een na w.renwrcia arcr�r �m� e��n� r�o�eevan ��a�o �e�v rxa.xa I �� 0 ��oPos�a s�wrr,a�r : S�� SH�'t� � O:�Specs-5tds Governance Process\Temporary Spec Files�Capital Del�very\Cap Delivery Div D1\D171 23.16.0�._Attachment A Survey 5taki�g Standards,cEocx Page 21 of 2Z �� a�� $ ��R� ��aQ ��'� �� ggy ��5�� l �� a¢ � �� eg� �g �� g � p �'4�� ,. �� g�� i� � �� i9 � ��".�� `a�� k ;� .--; � � . a 1� ' �5� L �h;r" i�:ill i..l� �'�I ��I, ��S s ''�y �� e � � §! �r �,�� k � ;�'� � 1! � . I � � � I �p �� p s �� N �� f�� '� �,` '''�;;_, � �FS BS.,� d � ]E ��Q � � � � i'I �f �'� �� ' . �iIr�1 h /i _ �� I �� / �l�,,.,.� �I��II� %`'�i - � � lif�l��ll ,a � ! �,��I�� 7,? .��i�r �� d�� ' i s d'O �$� [� �'O' � Q �� GF�� . � �� r �� o � � x�� a�� A �� *��, � �P �p�s��d�� o � �� - ��na � � �� _ �� g��`�� d�� u� z � � � �� H — ' . . - - - . . - � �' .."" : qqq �I. .I �I'.�. .. fP�}.Y:iS'. �xl� I rla�fr�y � I. ' I; �� - ___�I--. . ' �IL��-�.�IYiI _r—.. 5 i i i_ Q }. —. 'r"—_ II I �� i� ..�.:. _'!,If ..!...!".Ili__ ..�. .f '4'L-�.i� r.l� ._�_ ;.;- �� ----� �� -r 'I_: s ��T ��_.��_ --_�-�:�;;� ��.._'�1�::�i; R ; ._ : � . .. ' �.i�.:.�_f,i, � : �. ,I�I�.'� .� r: _ ..�.--_ :;1=;. r ._,.-��_,: � �� ._. . �, ---: � Q Gv 5: i.._. '^'�� " I .. .... .[.,��-,.. - ""i � CJ:.:!_�i..�.�:.:. �_ .'�.�f� . ...-:;"��:f�;:;�r=;�.; i� p ' .�r ._i, ._ . . �A , '+ , .:i t.'.:. � !i ,� I. il..': I� � '��.'� ��:��.I-I�.� t a � 1---'I�f'I�...�--"::- .i, ` .i. �. ;a� - —�� --�..;.,�... I? -:�':�� :....��^�� .I.:. ....�I'� I ��.` � ... !" a:iji�ii��y-5�I.JJ I��1�'11F��1�'�:�T ' ' ."r111�4�/.'�� i � �..i:.. � '.j �I �.., �-� .I{rjr,�'.�, � �r i;i i' �I i.::. Iµ'+� I .: � i � I Ij I � : �;'.f� . .; i'} y . ii ..: . .� - --,`_i �..I .. 4� �" :, �� I_ ' i ""_...-a '�:-�_ ,�� ! _��-'^.5.1,� � :_ . ! ' . .._ � .� � — -- - � �`. . ' � . . �� ..._ _�.. . .. . � �. � �. . _ . �. � � � : i..i.��.._� .� ..: i .i�� # i I '�. � . :� ... ... ...i i... :�r.4:. � ~ . '.. .."i' S-r?I. I. _..:. I , . : . °� .�. � �. �:� r��- . ._..� :j. :: -- :,;.�...; .. ..;..� ; � ;��--i� p;l� .�;.':�—;:�, � � ,�� ,--'� -- . . . ..�_., i' � � �. I w .: �� t ,. ��' ' :9��, � r . ...;. ... _ � � �, ��_ ��:�. � � ,.. .� . ;. , .. �� . , 1 .w'f.'�p ; '� � .� �� .. i �� '-�-- ! � � � F.E � � ��.�� ..�.. �_.I .' , i : r.��.', �+' . '� .:� i ..�.:— ---� ��a...��7�'�.i.�� C�j � �� I ! I� li ,._, I. „ i _,_ . � �' - �^� �f4�:... :.�:;.�-.°�=;-I:;:- _:.I-I _.'�:i;:j;.r;'`.' ;;,�1�,;:`�1;-_I.;I M � .� � -:.. . . �, ..._ ' i�..l.. ..I.. '�" .. .. .. �' .I. i � � � � i I " II_ _�. . �. � ' I . .. .._. .. � _. , .. _ . ' �lh '"4'' + �_ _ �+ ��'��e.� ;! �'��r�..�..: � ., ��r�"..:, � ,-. �. i ... ..I . I r �i �,: ..ik. , � i i i�..'�r�, � i� �!.�.i. . fl,,..1�',.. ' I if. . i I � I � li i �: � ' ' �� ... _ � _i� : .. ..,,� _ i� ;,._ :: �; �� .. . �w .. . .__. ; , .._ �:.:�:: ��,-��_. _ .; , , .. .. .,, ,. , ; �� .. .. _. _ ...__.._...._ �� . .:_n,�.� . .-��-�--- - .�{� �i' ;,.r I � ,;, ,f. _.!....:_ i,.'-._ I . .. .i. . � .� .� � - � ; .;�_..-_. ...:, , � . 'i�.�.. i,x ..�;,��e . .. , � _ ;' *"*d'��.10-.��4' _ ��:.,� .. � ��NFfI, , . .-. '� - - - . .,, �... , .. ' ,�,` , � . . . ..- --...._..: __...—..-- I ..�� -. �'� -'�nr . . .. . : :. ... _ . � � '� :. � +I�� i. � .� - _... �� i .. .. ia�47�::... _ } . +...�.. ._.'I F��' : .....,. .. �.� , :'�.: ,t � � .; � � � , ', ��P� �, � I .; .. . � � ' : '� ;._; ... .: � ,�_x . ., :I:_.'_ ;� � .. , , ,... � ,. I , I`'A L�II II ' . ..- : f � �. .� .il, .-:. �-:;:!�.' .� '1.- ..; rr�wM.rW:�'.: ��--.,-:�� ' .. h� � ,�w i�x��•— ' -� � ' �.� � ;�tiT�rYti� -i-.,�-' _�'°:� � . . . : f�.— : " � i�:.._. .' a �a . . , �. .�.. �, \ ':;..._.. i '! _ , I.. �I'� .: .' .: .:. 'I .� �! �� . .. � � i� l-� ° . j��,�,_� ��—� � _L_.� �, ��,i ��..; ��. i:� Wi�.;; � � •��-r-i,_i �.',i.T:�� : .. . . . : _� ,�. - � � � �� ',{ �� 23.16.01_Attachment A_Survey 5taking 5tanaaras.aocx Page 22 of 22 �o� �1 23.16.02 Attachment A_5urvey StaKing Stanaaras.aacx Page 23 of 23 Obviously the .cs� or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered ta the City so it is dear to what caordinate system the data is in. POINT N6. idDRTHING E 1 S94fi257.i89 2 fi946264.893 3 6946307.399 4 6946��0.582 5 69a6i95.23 8 694fi190.528 7 6446136.QIZ 8 6946002.Z67 9 6946003.056 10 5945984,fi77 11 6945986.473 12 fi445895.077 13 6945596.591 14 69A5934.1�6 15 G94S936.727 16 69+}5835.678 17 6945817.488 18 69A5759.776 19 G945768.563 20 69A5793.318 21 6945723.219 22 6945682.21 23 6945621.9D2 24 B945fiA3.407 25 fi945571.059 26 6945539.498 z7 6945519.B3A 28 6945Qi7.879 29 G945456.557 3U 6945387.356 31 694537U.6F8 32 6945383.53 33 6945321.228 34 6945319.3GS 35 6445242.289 36 fi945233.624 37 694520fi,483 38 fi9A51A2.015 35 6945113.445 40 6945049.02 q1 69A5041.024 42 G945038,878 43 69ASDOfi.397 44 69449A�4,782 45 6944943,432 q6 6944860A16 A571NG ELEV 2295079.165 2296Ufi2.1A1 229bD38.306 Z296DY1A25 2296015.716 223fi022.721 2295992.115 2295919.�33 2295933.A18 2295880,52 ZZ958fi9.892 2295860,962 2�95862.188 2295841.925 2�95830.941 2295799.707 z�95827,011 2295758.643 �Z9$778.424 2295788.342 2295754394 2295744.22 2295669.471 2295736.a3 ��95655.i45 2295667.803 2295619.49 229b580.Z7 2295fiA3.1A5 2295597,7.01. zzsssos,�9s 2295610.559 2295551.i05 2295539Ji8 229SS70.715 2295544.626 2295529.305 2295557,666 2Z9S520.335 2295527.345 2295552.675 2295552.147 229S51S.135 2295520.635 229S55fi.479 2295534.397 o�scr��rioN 725.09 SSMH RIM 725.fi68 GV filM 726.85 GV RtM 723358 SSM1i RIM 722.123 GV RIM 722325 FH 719.445 WM RIM 713331 WM RIM 713.652 CO R!M 711.662 SSMH RlM 710.046 WM RIM 7U7.72 WM RIM 708.2D5 WM RIM 709.A67 WM filM 710A84 CO RINI 707.774 SSMH RIM 708.392 SSMH RIM 711.218 SSMH RIM 710.D86 GV RiM 710.fi31 GV RIl1A 712:849 GV RIM 716.666 WM RIM 723.76 WM RiM 719,737 CD RIM 727,514 SSMH RIM 729.123 WM RIM 732.659 WM RIM 740.521 WM RIM 73fi.0.51 CO RIiVI 74p,756 GV RIM 74D.976 6V REM 740.408 FH 74634 WM R!M 746,777 CO RIM 748.A54 WM RIM 749.59 55MH RIM 751,058 WIVI RIM 750.&53 WM R1M 751.871 WM RIM 752.257 SSMH RIflA 751.79 Wn/l RkM 751,88 WM RIM 752.615 WM RIM 752.801 WM RIM 752.156 WM RIM 752.986 SSMH RIM il( , [ ' �� ti' �"� � i. �'}T r...; �� . ,�'N�i / � �� o¢ �,' . . -� �� w�� 0:\Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap pelivery Div 01\0171 �3.16.01 Attachment A_Survey Staking 5tanckards.docx Page 24 ofi 24 C. Other preferred as-hu91f deli�erahle 5ome �endors have ind9cated that it is easier to deliver this information in a different format, Be1nw is an example spreadsheet that is also aeceptable and can be obtained by request frorn the sur�ey superintendent. O:�Specs-Stds Governance Process�Temporary 5pec Files�Capital pefi�ery\Cap Delivery Div 01`0171 23.16.01 Attachment A_5urvey Staking Standards.docx Page 25 of 25 � � , - l .� i�.�� n � � � Z � G+;�1 s" � � � �� - - �--- - — --- '�� i={� �� _ � � � ; �� '�� , ;, ' ,�� - � . I,� i€.�� b 2 � � , ,� � � a a -- �— -- - ------ - � �� e �T a �a � � �� ` ~ —. � a � � F �� 8 � � a ' di .. � _ � � y � � _ �'_ $.s� 1 � � �� n � � � � .� ��t 'Fll � -- -- � 1.� E ,� � d;+� �� I@ �4 � N M � �. � �I Id� �� - � � . =; �! � — g � 3 ��.1 I � � � � ' S � 9 pi vl� �� , �,,, � � � � � � � � . � �� -� � _ � Y y V � }jl yh Z� 2� �� ., � �.. .� .,� . ; 4 r � � � H I � � � �l� � � � � � � � � � � � � � � � � � � � � � � � � — � � � � � � � � � � � s � � � � � � � � � � � � � � � � � � � � �-�� _ � � z$ � � � � � p � � ., . � .� . '.i :�i ., ,. .. 0:�5pecs-Stds Go�ernance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Bi� 01�0171 23.16.01 Attachment A_Survey Staking 5tandards.docx Page 26 of 26 01 74 23 - I CLEANiNG Page L of � SECTION 0174 23 CLEANING PART]- GENERAL 11 SiTMNLr�RY A. Section Includes: 1. Intermediate and iinal cleaning for VVork not ineluding special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Warth Standard Specificatiox� 1. Nane. C. Related Speciiication Sectians include, but are not necessarily limited to: 1. Division 0— Bidding Re�uirements, Cantract Forms and C4nditions of the Contract 2. Division 1— General ReQuirements 3. Section 32 92 1.3 — Hydro-Mulching, Seeding and Sodding 1.� PRICE AND PAYMENT PROCEDURES A. Measurernent and Payment 1. Work associated with this Item is considered subsidiary to the �arious Items bid. No separate payment wi11 be allowad for this Itiem. I.3 REFERENCES [NOT USED] 1.4 ADIVIINTSTRATNE REQi]�REMENTS A. Scheduling 1. Scnedule cLeaning operatians so that dust and oth�r contaminants disturbed by cleaning pracess will not fall on newly painted suriacas. 2. Schedule fir�al cleaning upon completion of Work and immediately prior to fwal inspection. 1.5 SUBMITTALS [NOT USED� 1.6 ACTION SUBM�TTALSIINFO1tMATIONAL SUBMITTALS [NOT USEDj 1.7 CLOSEOLTT SUBMITTALS [1rIOT USED� 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USE�] 1.10 STORAGL, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifieally designed for those materials. GTTY OT F'ORT WQRTH N. Riverside Drfve fram Golden Triangie to Keller-Hicks STANDARD CONSTRUCTION SPECIFICATION DOCL7MEN['S Project #1DI5fi7 Revised July 1, 2011 Ol 74 23 - 2 CLBANTNG page 2 of 4 111 FIELD [SITE� CONDITIONS [NOT USED] 1.1� WA1tRANTY [NUT USED] PART � - PRODiTCTS 2.1 OWNER-FURNISHED �oR] OWNER-SUPPLIEDPRODiTCTS (NOT USED] 2,2 MATERIALS A. Cleaning Agents 1. Compatible with �uirface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material xecomrnended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USEDj PART 3 � EXECUTION 3.1 INSTALLERS jNOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [N�T USED� 3,5 REPAIR 1 RESTORATION [NOT USEll] 3,6 RE-INSTALLATYON [NOT USED] 3.7 FIELD [on] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJiTSTING [NOT USED] 3.10 CLEANING A. G�neral 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of ga�erning authorities. 3. Do not dispose of volatile wastes such as mineral spirits, ail or paint thinner in storm or sanitary drains or sewers. 4. Dispase of degradable debris at an appraved solid waste dispasal site. 5. Dispose of nandegradable debris at an approved solid vs+aste disposal site or in an alternate manner approved by City and regula�ory agencies. CITY Q� �ORT WQRTH N. Riverside Drive fram G4lden Triangle to Keller-Hicks STANDARD COI�ST7iLTCTTON 5PECIFICA�'ION DQCUMENTS Project #1015b7 Revised luly 1, 20i 1 01 74 23 - 3 CLLANING Page 3 of 4 6. Handle materials in a controlled rnanner with as few handlings as possihle. 7. Tharoughly clean, sweep, wash and polish all Work and equipment assoeiated with this proj�ct. S, Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If proj�ct is not cleaned to the satisiaction of the City, the City reserves tha right to have the cleaning campl�ted at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Constiuction 1. Keep Work areas c1Ean so as not to hinder healCh, safety or convenienee of personnel in existing facility operations. 2. �t maxirnum weekly intervals, dispase of wasie materials, debris and rubbish. 3. Canfine canstruction debris daiiy in strategically located cantainer(s): a. Cover to prevant blowing by wind h. Store debris away from canstrtxction or operational activities c. Haul from sita at a mi�imum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Cantinue vacuum cleaning on an as-needed basis, until Final Aceeptance. 5. Prior to storm events, t�oroughly clean site of all loose or unsecured items, which may become airborne or tran.sported hy flowing water during the storm. C. Interior Final Cleaning l. Renn�ove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-expased surfaces. 2, Wipe all lighting fixture reflectors, l�nses, lamps and trims clean. 3. Wash and shine glazing and mirrors. �. Polish glossy surfaces ta a clear shzne. 5. Ventilating systems a. Clean permanent fil�ers and replace disposable filters if units �ere operated during constructinn. b. Clean ducts, blovaers and coils if units were operated without f�lters during construction. 6. R�place a11 burned out lamps. '7. Broam clean process area flaors. 8. Mop ofFice and control ranm �loors. D. Exterior (Site or Right of Way) F'ix�al Cleaning 1, Remove trash and debris containers fram site. a. Re-seed areas disturbed hy location af trash and debris containers in accordance with Section �2 92 13. 2, Sweep roadway to remo�e a11 rocks, pieces of asphalt, concrete or any other abject that may hinder or disrupt the �low of traffic along the roadway. 3. Clean any interiar areas including, �ut n.ot limited ta, vaul�s, manholes, structures, junction baxes anci inlets. CTI'Y OF FORT WQRTH 1�l. Riverside Drive from Golden Triangle ko Keller-Hicks STA�fDARD CONSTRUCT'IOI*� SPECIFICA`PIQN I]OCUMENTS Praject #1�1557 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 �. If r�o longer required for maintenance of erosion facilities, and upon approval by City, remove erasion control from site. 5. Clean signs,lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT IISED] 3.14 ATTACHMENTS [NOT U�ED] END OF SECTION Re�ision Log DATE � NAME G1TY OF FpRT WORTH 5TANDARD CONSTRLTCi'ION SPECCFICATION DOCUMEId°TS Revised 3uly 1, 2011 SUMMARY O�` CHANG� N. Riverside Driva fi'om Golden Triangle to Keller-Hicks Prpject #L01567 oi �� is -i CLOSEOU'i' REQUIREMENTS Fage i of 3 1 2 3 PART 1 - GINERAL 4 1.1 SUMMARY S G 7 8 9 10 11 12 1.� SECTiON fll i7 19 CL{)SEOUT REQUIREMENTS A. Section Includes: 1. The procedure for closing out a contract B. Deviativns from this City of Fort Worth Standard Specification 1, None. C. Related Specif'icati�n Sections include, but are not necessarily limited to: 1. Divisian 0—Sidding Requirements, Gontraci Forms �nd Canditions ofthe Contrac� 2. Division ] -- General Requi�rements PRYCE AND PAYM�IT PROCIDiIR�S 13 A. Measuremeni and Payment 14 1. Work assaciated with this Ttem is eonsidered subsidiary to the various Items bid. 15 No separate payment vvill be allowed for this Iteix�. 16 1.3 REFERF.NCFS [NOT USED] 17 1.4 ADNIIIVISTRATIVE REQUIREM�'NTS lg A. Guarat�tees, Bonds and Affidavit� 19 1. No applicatinn for final payment will be accepted until all guarantees, bonds, zp cert�cates, licenses and affidavits required for V4�ork or equipment as speeified are 21 satisfactorily f�led vvith the City. 22 B. Release of Liens or Claims 23 1. N� application for final payment vviil be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBNIITTALS ►.� 27 28 A. Submit all required documentation to City's Project Representative. 1.6 INFORMATI�NAL SUSNIITTALS [NOT U�ID] 24 30 1.7 CLOSEOUT SUSMiTT'ALS [NOT USIDI 31 32 PART � - PRODUC'TS [NOT USID] CTTY OF FQRT WORTH N. Riversid� Drive �rom Golden Triangle Yo Keller-Hicks STANDAAD CON51'ItUCI'ION 5P�CIFZCA'CiON DOCU�VIENTS Project #] O1S67 Revised M�rch 22, 2021 p1 77 19 -2 CLOSEOUT REQUl[iEIv1ENT5 Page 2 of 3 PART 3 - EXECUTI ON 2 3.1 INSTALLER� [NOT USID] 3 3.� EXAMINATION [N�T USID] 4 3.3 PREPARATI�N [NOT USID} 5 3.4 CLOSEOUT PROCEDi]RE 6 7 8 9 10 11 I2 I3 14 15 Ifi 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Prior to requesting Final Inspection, submit: 1. Project Reaord Documents in accordance with Sectian 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section O I 78 23 B. Priar ta r�questing Fina1 Inspection, perform final cleaning m accordance w�th Seetion 01 74 23. C. FinalInspection 1. Af'ter iuial cleaning, pro�ide not7ice to the City Praject Representative that ih� Work is completed. a. The City will make an initial Final Inspectian with the Contr�ctor presen�. b. Upon cnmp3etian af this inspection, the City will notify tha Contractor, in writing within 10 busin,ess days, af any particulars in which this inspection reveal� that the Wor�C is defective or iricomplete. 2. Upon receiving written notice from the City, immediatel�r undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. �. 5. The Right�-of way shallbe cleared of all construction materia]s, barricades, and temporary signage. Upon completion af Work associated with the items listed in the City's written notice, inform the Ciry that the required Worl� has been completed. Upon receipt of this notice, the City, in the prese�ace of the Contractor, will make a subsequent Fina1 Inspecfion of the project. Pravide all special accessaries r�quired to place each item af equipmeni in full operatia�. These special accessory items inchlda, but are not limited to: a. Spee ified spare parts b. Adaquate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemi�al tanks and fuel tanks d. Light buIbs e. Fuses f. Vault keys g. Handwhee�s h. Other expendable items as required for initial start-up and operation of a�l equipment 38 D. Notice of Project Completian 39 1. Once the City Project Representative finds the Wark subsequent to Final Tnspect'son q(� to be satisfactary, the City wr11 issue allotice of Proj�ct Cam�letian (Green Sheet}. 41 E. Supporting Documentation N. Riverside Drive frpm Golden Triangle to Keller-Hicks CTI'Y OF FORT WORTH Pro'ect #1Q1567 ST,4NbARD CONS'I'RUCI'IaN SPECIFICA'I'lOtd DOCUMENTS � Revised Ma�h 22, 2021 41 7719-3 CLQSSDUT REQISIREMENTS Page 3 af 3 1 2 3 4 S 6 8 9 10 lI 12 13 14 1S I6 17 18 i9 2�} 21 22 23 1, Coardinate with the City 1'raject Representative to camplete the following additional farms: a, Final Payment Request b. Statement of Contract Tirne c. Afiiriavit of Payment and Release of Liens d. Consent af Surety to Final Payment e. Pipe Report (if required) f. Cantraetor's Eva�uatian oi City g. Performance Eval�atian of Contractor F. Letter of Final Acceptance 1, iJpo�n review and acceptance ofNotice of Project Campletion and Supporting Documentation, in accordance wiih General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Requ�st for payment, 3.5 REPAIR 1 RFS'P01tA'1�ON [NOT USID] 3.6 R�INSTALLATION [NOT USID] 3.7 FIELD �oR] SITE QUALTTY CONTROL [NOT USIDj 3.8 SYSTEM STAR.TUP [NOT USID] 3.9 ADJUS'1�NG [NOT USED] 3.10 CLEANIN� [NOT USED] 3.11 CLOSFAUT ACTIVITTES [NOT USED] 3.12 PROTECTION [NOT i1SID] 3.13 MAINTFNANCE [NOT USED] 3.14 ATTACI�N1� [NOT USID] 24 25 DATE 3l2212021 26 NAME M Dwen IIVD OF SEC'I�ON Re�isian Log SUMMARY OF CHANGE 3,�# C. Added lang�iage to clarify anci emphasize requirement to "Clearing ROW" N, Itiverside prive fi•am Golden Triangle ta Keller-Hicks CITY OF FORT W ORTH Project #101567 STIINDARD COi+4STRiJCI'ION SPECIFICATION DOCUMENTS lievised March 22, 2021 0l7823-1 OPBRATION AI�D MAiNTLI�AI�CE DATA Paga l oi 5 SECTION 0178 �3 OPERATION AND MAINTENANCE DATA PART1- GENERAL 11 SUNIMARY A. Section Includes: 1. Product data and related it�farmation appropriate for City's maintenance and operatian nf products furnished under Contcact 2. Sueh products may include, hut are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City} c. Butterfly Valves B. Deviations fram this City of Fort Worth Standard Specification 1. Non�. C. Related Specification Sections inc�ude, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract �orms and Conditions of the Coniract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is cansidered sul�sidiary to the various Itetns bid. No separate payment �+ill be allowed far this Iiexn. 1.3 REFERENCES [NOT USED} 1.4 ADMINISTRATIVE REQLTIREMENTS A. Schedule 1. Submr.t manuals in fina� form to the City within 30 calendar days of product shipment to the project site. 1.S SiTBNIITTALS A. Submitta�s shall be in accordance with Section �1 33 UO . All submittals shall be approved by the City prior to d�livery. 1.G INFORMATIONAL SUBMITTALS A. Suhmittal Form l. Prepare data in forim of an instructional manual for use by City personnel. 2, �ormat a. Size: S 1/z inches x 11 inc�es b. Paper 1) 40 pound minimum, white, for typed pages , Z) Holes reinforced with plastic, cloth or metal a Tex�: Manufacturer's printed data, or neatly typewrit�en C1TY OF FORT WORTi3 N. Riverside Drive from Golden Triangle to Keller-Hicics STAATDARI) CONSTRUCTTON SPECTF'ICATIQNDOCUMENTS Praject#1�]1567 Re�ised December 20, 2012 017$23-2 OPERATION ANII 1ylAINTENANCE BATA i'age 2 af 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce lar�er drawings and fold to size of t�xt pages. e. Pro�ide fly-leaf for each separate praduct, ar each piece of aperating equiprnent. 1) Provide typed description afproduct, and ma3or carnponent paris of equipment. 2) Provide indexed tabs. f. Cov�r 1) Identify each volume with typed or printed titl� "OPERATING AND MAINTENANCE INSTRUCT`IONS". Z) List: a} Tit�e of Project b) Identity af separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Colnmercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If availahle, pro�ide an electronic form of the O&M Manual. B. Manual Content 3. 4. 1. Neatly typewritten table of contents for each volume, arranged in systematie order a. Contractar, na�e of responsi�rle principal, address and telephone number b. A list of each product required to be included, indexed to cantent of the t�olume c. List, with each product: I) The name, address and telephone number of the subcontractor nr installer 2} A list of each produc� required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Loca1 source af supply far parts and replacerrrent d. Identify each product by product namc and other identifying symbols as set forth in Contract Docurnents. 2. Froduct Data a. Include only those sheets which are pertinent to th� specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2} Clearly identify data applicable to installation 3) Delete references to inapplieable information Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations af component parts o� ec�uipment and systems 2) Cantrol and flow diagrams b. Cooxdinate drawings with information in Project Record Documents to assure correct illustration Qf compl�ted installation. c. Do not use ProjectRecord Drawings as maintenance drawings, Writ�en text, as required to supplement product data for the particular installatian: a. Organize in consistent format under se�arate headings far different pracedures. b. Provide logical sequ�nce of instructions of each procedure. CI'FY OF FqR'f WDRTfi N. Riverside Drive trom Gotden Triangle to I�eller-Hicks STAI�DARD CONSTRTJCTION SPECTFiCATION DOCUM�NiS Froject #L015b7 Revised DenemUer 2(l, 2012 O17823-3 OPBRATION ATifl MAiNTENANCE I]ATA Page 3 of 5 5. Copy oi each warrarity, bond and serviee contract issued a. Provide infarmation sheet far City personnel giving: 1} Praper procedures in event of �a.ilure 2) Instances which might affect va�idity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Cantent, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog nurnber, size, composition 2) Color and texture designations 3} Jnformatian required fpr renrde�ing special manufactured praducts b. Instructions for care and maintenance 1) Manufacturer's recommendation for types af cleaning agents and methods 2} Cautions against cleaning agents and methods wYuch are detrimental to product 3) Recommended schedule far cleaning and znaintenance 3. Content, for moisture protection an�l weather ez�pasure products: a. Manufaciurer's data, giving full infarmation on products 1) Applicabl� standards 2} Che�nical composition 3) Details of installation b. Instructions for inspec�ion, maintenance and xepair D. Manual for Equipment and Systems 1. Submit 5 capies of complete manual in final farm. 2. Cantent, for each unit of equipment and system, as appropriate: a. Descriptinn of unit and camponent parts 1) Function, normal operatin:g characterisdcs and limiting conditions 2) Per%rrnance curves, engineering data and tests 3} Complete nom�nclaiure and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and n.ormal opearating instructions 2} ReguIation, control, stopping, shut-down and emergency instructions 3) Suz�amer and winter operating instructions 4) Special operating instnaetions c. Maintenance procedures 1j Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, ad,�usting and checking d. 5ervicing and lubrication schedule 1) List of lubricants rec�uired e. Manufacturer's printed operating and maintenance instructions £ Dascription of sequence of o�eraiion by c�n�rol manufaciurer 1) �'radicted life of parts subject tfl wear 2) Items recoinmended to be stocked as spare parts g. As insta�led control diagrams by controls manufacturer h. Each contractor's coorditsatian drawings 1) As insfalled colnr coded piping diagrams CTTY Ot PORT WORTH N. l�iverside Drive from Galden Triangle to Keller-Hicks STANDARD CO3VSTItUCTION SPEC[P'1CATTON DOC[7MENT5 Praject #101567 Revised Becember 20, 2012 017823-4 OPERATION AND MAINT�NANCE AATA Paga 4 of 5 i. Charts of valve tag numbers, with location and function nf each valve j, List af or�ginal manufacturer's spa�re parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Secti.ons of Specifications . Content, for each electric and electronic system, as approp�iate: a. Description of system and companent parts 1} Function, normal operating ohairacteristics, and limiting conditions 2) Perforrr�ance curves, enginesring data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelbaards 1) Elec�rical ser�rice 2} Controls 3) Cornmunications �, As insxalled color coded wiring diagrams d. Operating procedures 1) Rou�ine and nortnai ope�ating instructions 2) Sequen��s reyuired 3) Special operating instructions e. Maintenanee procedures I) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassen�bly 4) Adjustrr�ent and checking f. Manufacturer's prinied operating and maintenance iustructions g. List of origi�al manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required �znder pertinent Sections of Specifications 4. Prepara and include additional data when the need for such data becomes apparent during insir�ctian of City's personnel. l.ry CLOSEOUT SUBMITTALS [NUT USED] 1.� MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Pravide operation and maintenance data by personnel with the following criteria: 1. Trainad and experiene�d in maintenance and operation oi described products 2. Skilled as technical vvriter to tke extent required to communicate essential data 3. Skilled a� draftsman competant ta prepare required drawings Cl'i'Y OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANBAItD CpAISTRIICTION SPECiFICATION DOCUIvIBNTS Project #ID1567 Revised December 2Q, 2012 oi�sas-s qP�IiAT10N ANI7 MAINTE3*IAIdCE DATA Page 5 of 5 L10 DELIVERY, STORAGE, AND HANDLING jNOT USED] 111 FIELD [SITE] CQNDITIONS [NOT USED} 1,12 WARRANTY [NOT USED] PART � � PRODUCTS [NOT USED] PART 3 � EXECIITION [NOT IISED] END OF SECTION Revision Lag DATE N�AivIE 81311'2012 D. Johnsvn SUMIVIARY OF CHANGE 1.5.A.1— title of sectian removed CITY OF FORT WORTH N. Itiverside Drive from Golden Triangle to Keller-Hicks STANDARI] CON3TRUCTION SPECiF'ICATIONDOCLTMEI�i'I'S Project #1n1567 Revised December 20, 20! � 01 78 39 - 1 PR07.ECT AECORD DOCUMENTS Page 1 of 4 SECTION 41 78 39 PROJECT RECORD DOCUMENTS PARTI- GENERAL 1.1 SUMMARY A. Section Includes: L Work assaciated with t�e documenting the projec# and reeording char�ges to project documents, inc3uding: a. Record Drawings b, Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviatians from tYus City of Fort Worth Standard Specification 1. None. C. Relxted Specification Sections inclucie, but are not necessarily lim�ted to: 1. Di�ision �— Bidding Requirements, CQntract Farms and Conditions of the Contract 2, Division 1-- General Requirernents 1.2 PRICE AND PAYMENT PROCEDURES A.. Measurement and Payment 1. Wor�C associated with this Ttem is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADNiINISTRATIVE REQUIREMENTS [NOT USED] L� SUBMITTALS A. Prior to subrnitCing a request far Final Inspection, deliver Proj ect Record Daewnents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIDNAL SUBMITTALS [NOT USED] 1.7 CLOSE�UT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT CJSED] 1.9 QUALITY ASSURANCE A. Accuracy af Records 1. Thoroughly coordinate changes within the Record Docurnents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and othex Documents where such entry is required to show the change properly. 2. Accuracy o.f xecords shall be such t�at future search for items shown in t4�e Contract Documents may rely reasonably on infarz�ation obtained from the appro�red Project Record Documents. CTTY OF FORT WDRTH N. Riverside flrive frc�m Gofden Triangle to Keller-f3icks STANAARI] COAIS'I`RUCTION SPECIFICATION DOCCTMENT`S Project #1Q156'7 Revised duly l, 20i1 017839-2 PROJECT R�C012D DOCUNIL�NTS Page 2 of 4 3. To faeilitate accuracy af recoxds, make entries within 24 hours after receipt of information that the change has accurred. 4. Provide factual infarmation regarding all aspects of the Work, both concealed and visible, to enabie future modification of the Woric to proceed without lengthy and expensive site measurement, investigatinn and examination. L10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the j4b set of Record Documents eampletely protected froin deterioration and from lass and damage until completion of the Work and transfer of all recorded data to the final Praject Record Documents. 2. In the event of loss of recorded data, Use means necessary �o again secure the data to the City's appraval. a. In such case, provide replacements to the standards originally required by the Contract Documents, 1.11 FIELD [SITE] COND�TIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART � - PRODUCTS �.1 OWNER-FU1tNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] �,� RECORD DOCUMENTS A. Job set 1. Promptiy following receipt of the Notice ta Proceed, secure from the Cit�y, at no charge to the Contractor, 1 complete set of alI Documents coxnprising the Contract. B. Final Recard Documents �.3 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. ACCESSOR�ES [N�T USED] �,4 SDURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMjNATION [NOT USED] 3.3 PREPARATION [NOT USED] 3,4 MAINTENANCE DOCUMENTS A. Maintenance of 3ob Set 1. Immediately upan reeeipt of the job set,. identify each of the Documents vuith the title, "RECORD DOCi71VIENTS - JOB SET". CITY DP FORT WOIiTH N. Riverside Drive From Golden Triangle to C{eiler-Hicics STANllARD CONSTRUCTION SPECIFICATTON DOCUivi�?NT5 Project #101567 Revised July 1, 2011 01 78 39 - 3 PROIEC`P RECDRA DOGRJIvi�I3T5 Page 3 aF4 4. .� 2. Preservation a. Considering the Contract cornpletion tizne, the probable riumber af occasious upon which the jol� set must be taken out far new entrzes and for examination, and the eonditions under which these activities will he performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpase except entry of new data and for review by the City, until start of transfer oi data to fit�al Project Record Documents. c. Maintain the job set at the site of work. 3. Caardinatian with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section Ol 71 23; clearly mark any deviations from Cantract Documents associated with installation of the infrasttruct�re. Making entries an Drawings a. Record any de�iations from Contract Documents. b. Use an erasable c�loxed pencil (not ink ar indelible pencil), clearly describe the cf�ange by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a"cloud" drawn araund the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Canversion of schematie layouts a, In same cases on the Drawings, a�rangements of conduits, circuiis, piping, ducts, and similar items, are sh.own schematically and are not int�nded to portray p�ecise physical layout. 1) Final physical arrangement is determined by the Cantractor, subject to the City's approval. 2) However, design of future modifications of the facility may reyuire accurate informatian as to the final physical layout of items which are shown onl�r schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to witnin 1 ine3a, the centerline of each run af items. 1} Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical �ocatian of the Item ("under slab", "in ceiling plenum", "exposed", and the iike}. 3) Malce a11 identificatian sufficiently descriptive that it may be related reliably to the Specifieations. c. The City rnay waive the requirements far conversion of sch�matic layauts where, in the City's judgment, conversian serves no useful putpase. However, do not rely tapou waivers being issued except as specificaliy issued in writi�g by the City. B. Final Project Recard Documents 1. Transfer oi data to Drawings a. Carefully trarisfer change data ahown nn the j ob set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail a�nd other Drawing a full description of c�ianges made during constructian, and the actual lacation of iterns. CITY OI' FORT WORTH N. Rive�side Drive Froni Gnlden Triangle to Keller-Hicks STANDARD CONS'i`RUCTION SPECIFICATTON DOCUNI�NTS ProjeCt #lO 1567 12evised July 1, 2011 017834-4 PROJLCT ItECDRD DOCUMENTS Page 4 of �k c. Call attention to each entry by drawing a"cloud" araund the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity aaid clear reproduction. 2. Transfer af data to other pocuments a. Yf Yhe Documents, other than Drawings, have been kept clean during progress of the Work, and if entrias therean have been orderSy to the approval of the City, �he job set of those Docurnents, oth�r than Drawsngs, wili be acceptied as final Recard Documents. b, If any such Document is not sa approved by the City, secure a new copy of that Dncument from the City at the City's usual charge for reproduction and l�andling, and carefully transfer the change data to the new copy to the approval oithe City. 3,5 REPAIR 1 RESTORATION [NOT USED� 3,G RE-INSTALLATION [N�T USED] 3.7 FIELD [oR] SITE QiTALITY CONTROL [NOT USEDj 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJiTSTING [NOT USED] 3.10 CLEANING [NOT iTSED] 3,11 CL05EDUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3,13 MA.INTENANCE [NOT USED} 31� ATTACHMENTS [N�T USED] END OF SECTION Revisian T.og DATE � NAME C1TY OF FORT WORTI-I STA3�i�ATtD CON�TRUCTION SPECIFICATION DOCUMEN'C'S ltevised 7uly 1, 2011 SUMMARY OF CHANGE N. Riverside Drive from Golden Triangie Co Keller-Hicks Project #1q1567 11ly�Dl�l�� T��F�N1C�L SP��IF1�A��f�� ai23t6-t UNCI,ASSIFIED EXGAVATION Page 1 0£ 5 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 t6 1'1 18 19 20 SECTION 31 �31b UNCLAS�IFIED EXCAVATION PART1- GENERAL 1.1 SLTMMARY A. Sectian Tncludes: : C. 1. Excavate areas as shown on the Drawings or as directed. Removal of mat�rials encountered to the Iines, grades, and typical sections shawn on the Drawings and removal from site. Excavations inay include canstiruction of a. Roadways b. Drainage Channels c. Site Excavation d. Excavation for Structures e. Or any other operation involving the excavatian of on-site materials Deviations fram this City of Fort Worth Standard Specificatian 1. f.�.2 Excavahon b Surve ed uanti deleted. Relatecl Specification Sections include, but are nat necessarily Iimited to: 1, Di�ision 0— Bidding Requirements, Contract Fnrms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 23 23 — Borrovv 21 4. Section 3 I 24 DO — Embanlffnents 22 L2 PRICE AND PAYMENT PROCEDLTRES 23 2�} 2S 26 27 28 29 30 31 32 33 3�4 35 3b 37 38 39 �40 4i �42 A. Measuretlaent and Payment 1. Exea�ation by Plan (�uantity a. M�asurement 1} Measureinent far this Item shall be by the cubic yard in i� final position using the avera.ge end area methad. Limits af ineasurement are shown on the Drawings. 2) When measured by the cubic yard in its final position, tl�is is a plans quantity rrieasuretnent Ytem. The quantity to be paid is the quantity shawn in the proposal, unless madified by Article 11.0� of kIae General Conditions. Additiona� measurements ar calculations will be made if ad}ustments of quantities are required. b. Payment i) The work performed and materials furnisl�ed in accordance with this Item and measured as provided under "Meas2u'ement" wili be paid for at the unit price bid per cubic yard of "Unclass�fied Excavation by Plan". No additional compensatian wi11 be allowed far roek or shrinkagelswell faetors, as these are the Contractor's responsibility. c. The priee bic# shall include: 1) Excavation 2) Excavatian Safety CITY OI' F�RT WpRTH N. Riverside Drive from Golden Triangle ta Keller-Hicks STANDAiZD CONSTRUC'i'lON SPECIFTCATIONDOCUME3V'I'S Project #1D1557 Revised ]anuary 28, 2013 31 23 16 - 2 UNCLA55IFiEA EXCAVATIQN Fage 2 of S 3 4 3) 5) 6) 7) 8) 9) Drying Dust Cantral Reworking or replacing the over excavated material in rock cuts HauIing Disposal oi exeess material not used elsewhere ansite S�ariiicatian Clean-up 10 ]1 12 13 14 15 1G 17 18 19 20 21 22 23 24 25 26 z� �s a4 �o 31 32 . �, , _ - - : .. . „ . ■ . - - - . _ , � � 33 1.3 REFERENCES [NOT USED] 34 A. De£�initions 35 l, Unclassiiied Excavation — Without regard �o materiais, all exca�atians shal� be 35 considered unclassifiad and shall includa all materiais excava#ed. Any reFerenee to 37 Rock or ather matei�als on the Drawings or in the speciiication� is salely for the 3g City and the Con�ractor's inforrnation and is not to be taken as a classificatiou of 39 the excavation. �40 1.4 ADMINSTRATIVE REQUIREMENTS �1 A. The Contractor will provide the City with a Disposal Letter in accardance to Division 42 O1. C1TY OF FORT WORTH N. Riversicie Brive from Galden Trian�le ta Keller-Hicks STANDAItD CONSTRUCTION SPECIFICATION DOC[JMENTS Project #101567 Revised 7enuary 28, 2Q l3 312316-3 UNCLASSIP'IED L�XCAVA'i�ON Page 3 of 5 t 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SLTBMITTALSIINk ORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSE�UT SUBNIITTALS [NOT USED] 4 1.� MAINTENANCE MATEItIAL SUBMITTALS [NOT USED] 5 1.9 QUAL�TY ASSURANCE 6 A. E�cavation Safety � 1. The Contractor shall be solely responsible for malting all excavations in a safe g manner. 9 10 11 12 13 14 i5 1G 1'1 l8 19 20 21 22 23 24 25 26 27 28 29 2. All excavation and related sheeting and bracing shall comply with tlae requirements of OSHA exca�ation safety standards 29 CFR part 1926 and state requirements. 1.10 DELIVERY, STORAGE, A1VD IIANDLING A. Storage 1. Within Existing Rights-of-Way (ROWj a. Soil raay be stored within existing ROW, aasements or kemporary construction easements, unless specifically disallowed in the Contract Documen�s. b. Do not hlock drainage ways, inlets ar dri�eways. c. Pravide erosian control in accardanee with Section 31 25 00. d. When the Work is performed in acti�e traffic areas, store materials only in areas barricadeci as provided in the traffic control plans. e. In non-paved areas, do not stoxe material on th�; ro4t zone of any trees or in landscaped areas. 2. Desig�aated Storage Areas a. If the Contract Do.cuments do not allow the starage of spoils within the ROW, easement or temporary construction easement, th�n secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to siore khe materials on private p.rop�rty. c. Provide erasion car�trol in accordance with Section 31 25 D0. d. Do not block drainage ways. 30 1.11 FIELD C�NDITI�NS 3 � A. Existing Conditions 32 1. Any data which has been or may be provided on subsurfaee canditinns is not 33 intended as a representatian or warranty of accuracy ar cantinuity between sails. Tt 34 is exptessly understaad that neither the City nor the Engineer will be responsible 3g for interpretations or canclusions drawn there from by tl�e Contractor. 3� 2. Data is made available for the convenience of the Contractor. CITY` OF F�R'C WORTH N. Riverside Diive from Galden Triangle to ICeller-HiGks 5TA3�D.d.RD CONSTAUCTION SPECIFICATION DOCUNfE3�ITS Project #101567 Revised danu�iy 2�, 2013 3i23l6-4 iTNCLASSIRIEb EXCAVATION Page 4 of 5 1 2 � 1.12 WAItRANTY [NOT USED] PART � - PRODUCT� [NOT USED] �.1 OWNER FIIRNISHED [NOT IISED] 4 2.� PRODUCT TYPES AND MATERYALS 5 6 7 8 9 A. Materials i . Unacceptable Fill Material a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2A 87 PART 3 - EXEC�TT�ON 10 31 �1VSTALLERS [NOT USED] I S 3.2 EXAMINATIQN [NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3.4 CONSTRUCTION 14 15 16 17 18 19 20 21 22 23 24 25 A. Accept ov�nership aiunsuitable or excess material and dispose of material off-sita accordance with local, state, and federal regulations at Incations. B. Excavations shall be perfornned in the dry, and kept free from water, snow and ice during constr.uetion with eh exceptifln of water that is applied for dust control. C. Separate Unacceptable Fill Material from other materials, reinove from the Site and praperly dispose accarding to disposal p1an. D. Maintain drainage in the exca�ated area ta a�oid datnage to the roadway sections and peoposed or e�cisting structures. E. Correct any dasna�;e to the subgrade caused by weatlier, at no additianal cost to the �Iiy. F. Shape slop.es to avoid loosening material below or outside ihe proposed grades. Remove and dispase of slides as directed. 26 G. Rock Cuts �� 1. Excavate to finish grades. 2g 2, In the e�ent oi over excavatian due ia contractor error below the lines and grades �g estab�iahed in the Drawings, use approved embankment material compacted in 3p accordance with Section 31 24 00 ta replace the over excawated at na additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate ta finish subgrade C1TY OF FORT WORTH N. Riverside Drive from Golden i'riangle to Kelier-Hieks STANDARD CONSTRUCTION SPEGIFICATION DOCUMENTS Projeet #1015b7 Revised January 28, 2013 L 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 i9 20 21 31231G-5 UNCI,ASSIFI�D LXCAVA'I'ION Page S of 5 2. In t�e event of over excavation due to contractor error below the Iines and grades established in the Drawings, �se approved embanknsent material compactied in accordance with �eetion 31 24 00 to replace the over excar�ated at no additiona! cast to City. 3. Manipulate and compact subgrade in aocordance with Section 31 24 00. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Subgrade Tolerances 1. Excavate to with�n 0.1 faot in all directions. 2, In areas of aver excavatian, Contractor provides filI material appraved by the City at na expense to khe City. 3,� SYSTEM STARTUP [NOT USED] 3.9 ADJUSTTNG [NOT USED] 3.10 CLEANTNG [NOT USED] 3.11 CLOSEOUT ACTIVITIE� [NOT USED] 3.12 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 314 ATTACAMENTS [NOT i.15ED] END OF SECTION Ci'i'Y OF FORT WOR'I`S N. Riverside Drive from Golden Triangle t� I�eller-Hicks gTANDARp CONSTRUCTION SPECiFICATION DC?CIJM�NTS Project #101 SU7 Ravised 7pnuaiy 28, 2013 312323-1 SORRQW Page 1 of 6 2 3 PART1- GENERAL 4 11 SUMMARY 5 6 A. Section Includes: � B. 8 9 10 C. 11 12 13 14 SECTIUN 3123 �3 BORROW 1. Furnish, place and compact Borrow material for grading. Deviations fram this City of Fort Worth Standard Spacification� 1. 12 A 2 Earrow bv Survev 4nantitv deleted �. 1 2.A 3 Borraw bv Delivered Quantiiv deleted Related Specificatinn Sections include, but are not necessarily liumited to: 1. Division �-- Bidding R�quirements, Contract Forms and Cor�ditions of the Cantract 2. Division 1-- General Requirernents 3. Section 31 23 16 — Unclassified Excavation 4. Section 31 2�4 00 — Embat�sments 1S 1.2 PRICE AND PAYIVIENT PROCEDURES 16 17 18 i9 20 21 zz 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3$ 39 40 �# 1 A. Maasurement and Payment 1. Borrow by Plan Quanti�y a. Measurement 1) Measureme�t for this Item shall be by the cubic yard in its final pasition using the average enci area me�hod. Liznits flf ineasurement are showz� on the Drawings. 2) When maasured by the cubic yard in its final position, this is a plans quantity measurement Item. The quanrity to be paid is the quantity shawn in the proposal, unless modified by Article I 1 A4 of the General Conditions. Additional measurements or calcula�ions wil� be made if adjushnents af quantities are required. b. Paytnent 1) The woxk �aerformed and materials furnished in accordance with ihis Item and measured as providad under "Measurement" will be �aid for at the unit price bid per cubic yard af "Borrow by Plan" far the various borrow mat�rials. No additianal eompensation will be allowed for rock or shrinkage/sweli factars, as these are the Contractor's responsibility. c. Tk�e price bid shall include: 1) Transporting or hauling material 2) Furnishing, placing, compacting and finishing Borrow 3} Construction Water 4) Dust Cont�ol S) Clean-up 6} Proaf Rnlling '7) Disposal of excess or waste material 8) Rewarking or replacement of undercut inaterial CITY OF FQRT WORTH 1�. Riverside Drive from Go]den Triangle to Keller-Hicks STANDARD CdN5TRl1CTTON SPECIFTCATI�N DOCUMENTS Project #101567 Revised 7anuary 28, 2013 312323-2 BORROW Page 2 of 6 . � 'l , *�icaa'ourac.,vu 3 4 � 5 6 ' 7 $ 9 � 10 11 � 12 13 14 '�•�r�==�Qa� 15 « „ 16 « „ 17 ' 18 19 . . 2Q 21 } ? 22 23 4}—�es�� 24 ZS � n«,.,,�n,.�i• ;b 26 27 28 • 29 • 30 31 32 �� 33 �-��e�t� 34 « „ 35 « „ 36 37 ' 38 39 . . �k0 41 � � 42 43 � 4�F �}-'�e� 4S �41 D«....FD..11z �s 4b �F7 48 1.3 REFERENCES �9 A. Reference Standards CITY OP FDRT WORTH N. Riverside Drive from Goiden Triangle to Ke1ler-Hicks STANDARD CqNSTRUCTION SPEGTT�'iCATION DOCCiMENT5 Project #1015G7 Revised January 28, 2013 312323-3 BORROW Page 3 of b � 2 3 5 6 7 9 1Q I1 12 I. R�%IeriG� 5i111t�ST'(�5 Cl��C� 1Tl tlliS S�}BC1�1Cat1011 Y'OfBY t0 Y�IO GL1YI'erit TefEr0riC0 standard published ai the time of tke latest revis�on date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM �tandards a. A�TM D24$7, Standard Practice for Classi�ication of Soils for Engineering Purposes (Unified Soil Classification System) b. ASTM D4318-10, Standa�•d Test Methods for Liquid Limit, Pla�tic Limit, and Plasticity Index of 5oils c. ASTM D6913, Standard Test Methods for Particle-Size Distributian (Gradation} of Soi3s Using Sieve Analysis d. ASTM D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Sfandard Effort (12,40D ft-lbf/fi3) 13 1.4 ADMIN�STRATIVE REQUIREMENTS [NOT USED] 1� 15 16 17 1$ 1.5 SL]BMITTALS A. Submitta.js shall be in accordance wifil� Section O1 33 00. B. All suhmittals shall be approved by the City prior to construction, C. Subrnit laboratory tests reparts for each soil borrow source used ta supply general borrow and se�ect fi!1 materials. 19 1.6 ACTI�N SUBMITTALS/INFORMATIONAL SUBMITTALS 2p A. Shop Drawings 21 1. Stockpiled Barraw mat�rial �2 a. Provide a description of the storage af the delivered Borrow material only if the �,3 Cantract Documents do not allow storage af materials in th� right-of-way of the 2r} easement. 25 1.� CLOSEOUT SUBMITTALS [NOT USED] 26 1,$ MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSUitANCE 2g A. Borrow' tnaterial shall be tested prinr to delivery to the Site. 29 1. Provide Proctor Test results, Gradatian and Atterberg Limits for Borrow material 30 from each source. 31 a. All testing listed above shall be perforn�.ed in tertns of ASTM D69$, ASTM 32 D6913 and ASTM D4318-10 �espectively. 33 34 35 1.10 DEL�VERY, STORAGE, AND HANDLING A. Delivery 1. Coordinate all deliveries and haul-of% 36 B. Storage 37 1. Witk�in Existing Rights-o%Way (ROW} 38 a. Borraw materials may be stored within existing ROW, easements or temporary 3g construction easements, unless specifically disallowed in the Contract �}p Documents. Cj'CY OF FOR'1" WORTI�I N. Riverside Drive frorn Galden Triangle to Keiler-Hicks S'TANBARD CONSTRL[CTiON SPECZFICATIdN DOCUM�NTS Project #l01 S67 Revised 7anuary 28, 2013 31z32�-a BORxow 1'age 4 of 6 t 2 3 � 5 6 7 8 9 10 I1 rz 13 14 15 b. Da not block drainage ways, inlets or driveways. c. Provide �rosion control in accordance with Section 31 25 00. d. Store materials an�y in areas l�arricaded as provided in the trafftc control plans. e. In non-paved areas, da not store material an the root zone of any trees ar in landscaped areas. 2. Designated Stvrage Areas a. If the Contract Documents do nat allar�v the storage of Borrow materials within the ROW, easeznent or temporary construc�ion easem�ent, then secure and rnaintain an adequate storage locatinn. b. Provide an afitda�it that rights have been secured to store the materials on private property. e. Provide erasion control in accordance with Section 3I 25 0�. d. Do not block d�rainage ways. e. Only materia�s us�d for 1 working day will be allowed to be stored in the worlc zone. 1b 1.11 FIELD CONDIT`IONS [NOT i1SED� 1'] 18 11� WARRANTY [NOT US�D] pART 2 - PRODUCTS 19 21 OWNER-FURNISHED �NOT USED] 20 2.2 PRODUCT TYPES AND MATERIALS 2I 22 23 24 25 2� 27 28 29 3Q 3� 32 33 3� 35 36 37 3$ 39 40 41 42 43 �1. Borrow 1. Additional soil beneath pavements, raadways, foundations and other structures required to achieve the elevations shown on the Drawings. 2. 3. Acceptable Fill Material a. In-situ or imported soils ciassified as CL, CH, SC or GC in accordance wit4i ASTM D2487 b. Free from deieterious materials, bQulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percer�t passing the number 2Q0 sieve Blended Fil1 Material a. In-situ soils classified as SP, SM, GP or GM in accordance with A�TM D2487 b. Blended witk► irj-situ ox 'vnported Acceptable Fill material to meet the requirernents af an Acceptable �'i�l Material e. Free from deleterious materials, baulders over 6 snches in size and or�anics d. Must have 20 perce�t passing the number 2U0 �ieve �k. Select �'ill a. Classi�ied as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between S and 20 5. Cernent 5tabilized Sand (CSS} a. �and or silty sand b. Free of clay nr plastic material c. Minimum af � percent ceinent content of Type IIII portland cement CITY OF' FORT WQRTH N. Riverside Drive from Golden Triangle to Keller-I�icks STANDARD CQNSTRUCTION SPECI�ICATI�N DQCUMSNTS ProjeCt #i Ol S67 Revised January 28, 2013 312323-5 BORItOW Page 5 of 6 1 2 3 4 5 6 d. 100 to I50 psi eoinpressi�e strength at 2 days in accordance with ASTM D1b33, Method A e. 200 to 250 psi compressive strength a� 23 days in aceordance with ASTM D1633, Method A f. Mix in a stationary pug naill, weigh-batch or continuous rnixsng plant 2.3 ASSEMSLY OR FABRICATION TOLERANCES [NOT USED] 7 2,4 ACCESSORIES [NOT US�D] 8 2.� SOIIRCE QUALITY CONTROL [NOT USED} g PART 3 - EXECUTION 1R 11 12 13 14 15 16 17 18 19 20 21 22 23 z� 25 2G 3.1 INSTALLERS [NOT iTSED] 3.2 EXAMINATION [NOT U5ED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A, All Borrow placement shall be perfonned in accordance to Sectidn 31 2� 00. 3.� REPAIR [NOT USED] 3.6 RE-1NSTALLATION [NOT USED] 3.'� FIELD QUALITY CONTROL A. �ield quality cantrol will be performed in accordance to Section 31 24 00. 3.8 SYSTEM STARTUP [NOT IISED] 3.9 ADNSTING [NOT USED] 3.1Q C�.EAlvING [NOT USED] 3.11 CLOSE�UT ACTIVIT�ES [NO'T USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE I NAME END OF SECTYON Revision Log SUMMARY OF CHANGE 12/20/2012 D, Johnson 1.2 - Measurement and Payment Section modif'ied; Blue Text added for clarification 1128/13 D. Jolinsan 1.2 — Modi�ied Bid Item names in payment section to dif£erentiate between Paymenk Methads on bici list. CITY OF FO[2T WORTI-1 N. Riverside Drive from Golden Triang1e to Keller-I�icks 5TANDARD CDNSTRUCTIpt*€ SPSCIFICATION DOCLTME3�4TS Projecl #10156'1 Revised Sa�ivaiy 28, 2013 312323-6 BORROW Page 6 of 6 CITY OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks 3TANDARD COI�iSTItUCTI03V SPECIFICATlONDOCUNTE3dT5 Project #1D1S67 Revised 7enuary 28, 2013 312500-1 EROSIOI� AND SEDINIENT CONTROL Page 1 af 9 SECTION 31 �5 OU EROSION AND SEDIMENT CONTROL PART1� GENERAL 1.1 SUMMARY A. 5ect�on Includes: I. Itnplementation of the project's Storm Water Pollution Prevention Plan (SWPPP) and installation, maintenance and removal of erosion and sediment control devices B. Devi�.tion� from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Di�ision Q— Bidding Requirements, Conti-act Forms and Conditians of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMCNT PROCEDiTRES A. Measure�nent and Payment 1. Storm Water Pollution Prevention Plan <1 acre a. Measurement 1) This Ttem is considered subsidiary to the various Ttems bid. b. Payment 1) The work performed and the materials fuenished in accordance with #his Item are subsidiary to the siGructure or Iterns being bid and no other eompensation wi31 be allowed. 2. Storm Water Pollution Preventian Plan ? I acre a. Measurement for this Item shall be by �ump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid %r at tne lump sum price bid for "SVVPPP � 1 acre". c. The price bid shall include: 1) Preparation of SWPPP 2) Implementation 3) Permitting fees 4) Installation 5) Maintenanee 6} Removal 1.3 1�EFERENCES A. Reference Standards 1, Reference standards cited in thzs 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 speeifically cited. 2. ASTM Standard: CITY OF �'ORT WORTH N. Riverside Drive from Golden Triangie to Keller-Hicks STANDARI7 CQNBTRLECTIaN SPECIFICAT`IDM DOCC]MLNTS P1'oject #1015G7 Revised Decem6er 24, 2012 312500-2 EROSION AND SEDIMEN'T' CONTRqL Page 2 of 9 a. b. c. d. ASTM D3786, 5tandard Test M�thod for Bursting Strength of Textile Fabrics--D'zaphragan Bursting S�rength Tester Method ASTM D4632, Standard Test Mefhad for Grab Breaking Load and Elongatiion of Geotextiles ASTM D4751, Standard Test Method for Detetxxuning Apparent Opening Size of a Geotexiile ASTM D4S33, Standard Test Method for Index Puncture Resistance af Geomembranes and Related Products 3. Texas Commission an Environmenta! Quality (TCEQ) TPDES General P�rmit No. TXR1Sd000 4. TxDOT Departmental Material Specifications (DMS) a. DMS-6230 "Temporary Sediment Cantrol Fence Fabric" 1.4 ADMINISTRA'I`IVE REQU��NTS [NOT` USED] L5 SUBNIITTALS A. Sto� Water Pollution �revention Plan (SVVPPP) B. TCEQ Notiee of Tntent (NQn %r S�orm Water Discl�arges Associated with Constt�uction Activity under the TPDES Generai Fermit C. Constructian Sit� Notice D. TCEQ Notice nf Termination (NOT) far Storm. Water Discharges Associated with Construction A�tivity under the TPDES G.eneral Pe7rrnil E. Notzce of Change {if applicabl�) 1.6 ACTION SUBMITTALSIINFORMATIONAL SUSMITTALS [NOT iTSED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAIIVTENANCE MATERIAL SUBMITTALS [NOT USED] L9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE AND IIANDLING [NOT USED] 1.11 FTELD [SITE] CONDITYONS [NOT USED] 1.12 VWARREINTY [NOT L1SED} PART � - PRODUCTS �.1 OWNER FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] �.� PRODUCT TYPES AND MATERIALS A. Rock Filter Dams 1. Aggregate a. Furnish aggregate with ha�rdness, durability, cleanliness and resistance to cranabling, flaking and erociing acceptable to the Engineer. b. Pro�ide the following: 1) Types 1, 2 and 4 Rock Filter Dams CITY aF FORT WORTI� N.1{iverside Drive from Golden Triangle to Keller-Hicks SSANAAIZD CQNSTRUCTION SPECIPICATIOI3 DOCCIM�NTS Froject #1 D 1567 Rer+iaed Decemk�er 20, 2012 3iz5o6-3 EROSIqt+f AND SEAIMENT COT�ITROL Page 3 of 9 a) Use 3 to 6 inch aggregate. 2} Type 3 Rock Filter Dams a) Use 4 to 8 inch aggregate. 2. Wire a, Provide minitnum 20 gauge galvanized wire for the steel wire mesh and tie wires for Type� 2 and 3 rock filter dams b, Type 4 dams require: 1) Double-twisted, hexagonal weave with a nominal mesh a}�ening of 21/� inches x 3 '/4 inches 2} Mixumum Q.086G inch steei wire for netting 3) Minimum 0.1063 inch steel wire for selvages and corners �4) Minimum 0.4$d6 inch for binding or tie wire B. Geotextile Fabric Plaee tl�e aggregate over geotextile iabric meeting the following criteria: a. Tensile Strength c�f 250 pounds, per ASTM D4�32 b. Puncture Sirength of 135 pounds, per ASTM D4833 c. Mullen Burst Rate af �420 psi, per ASTM D378b d. Apparant Opening Size of No. 20 (max), per ASTM D4751 C. Sandbag Material i. Furnish sandbags meeting Secrion 2.5 except that any gradatiQn of aggregate may be us�ed to fill the sandbags. D. Stabilized Construction Entrances 1. Provide materials t�at meet the details sk�own on the Drawings and this Sectian. a. Provide crushed aggregate for long and short-term can�truction exits. h. Furnish aggreg�tes that are c�ean, hard, durable and free from adhearent coatings such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and arganic and injurious matter. c. Use 3 to S inch coatse aggregate with a minimUm thickness of 12 inches. d. The aggregate shall be placed over a geatextile fabric meeting the following cxiteria: 1} Tensile Strength of 300 pounds, per ASTM D4632 2) Puncture Strength af 12Q pounds, per ASTM D4833 3) Mullen Burst Rate oi 60Q psi, per ASTM D3'786 4} Apparent Opening Size of Na 40 (max)> per ASTM D4751 E. Er�bankment for Erosion Control 1. Provide rock, loam, clay, topsoil or ather earth materials that will form a stable embanl�nent to meet the intended use. F. Sandbags 1. 2. Provide sandbag xr�aterial of polypropylene, polyethylene or polyatnide woven fabric with a minimum unit weight of 4 ounces per square yard, a Mul�en burst- strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. Use natural coarse sand or manufactured sand nneeting tne gradation given in Table 1 to fill sandbags. Filled sandbags must be 2� tn 30 inches long, 16 to 18 inches wide, and 5 to 8 inches thick. Table 1 CITY OF FORT WORTH N. Riversicle Drive from Golden Triangle to Keller-Hicks STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Prpject #101557 Revised December 20, 2012 3[ 2500-4 ER05ION ANb SEDIMENT CONTRQL Page 4 of 4 Sand Gradafion Sieve # Ma�mum Reta�ned q, 3 �rce 100 80 erc� 200 9S pere G. Temporary Sediment Control F�nce W 1. Provide a net-reinforced fenoe usin� �woven geo-textile fahric. 2. Lo�as visible to the tra�aling public vvil! not be allowed. a. Fabnc 1} Provide iabric materials in accordanc� with DMS-6230, "Temporary Sediment Control �'ence Fabric." [� c. � Posts 1} Pro�ide essential�y straight waod or steel posts vvith a minimum length of �48 inc�►es, unlass otherwise shawn on the Drawings. 2) Soft wood posts must be at least 3 inches in diamet�r or nomin.al2 x 4 inch 3) Hardwood posts tr�ust have a minimum cross-section of 1-1i2 x I�i/2 inch 4) T- ox L-shaped steel posts must have a minimum w�ight of 1.3 po�xnds. per foot. Net Reinfaxcement I) Pravide net reinforcement of at least 12-1/2 �auge galvanized welded wire mesh, with a maximum openiug size of 2 x A� inch, at least 24 inches wide, unless otherwise shown on the Drawings. Staples I) Proaide staples with a crown. at least 3/4 inch wide and legs 112 inch lang. �.3 ACCESSORIES [NOT USED] �.4 SOURCE QUALITY C�NTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.� EXAMINATION [NOT USED] 3,3 pREPARATION [NOT USED] 3.4 INSTALLATI�N A. Storm Water Pollution Prevention Plan Develop and implement the proj ect's Storm Water Pallution Preventian Plan (SWPPP) in accardance with the TPDES ConsYruction General Permit TXR150000 requirements. Prevent water pnliution from starm water runofi by using and maintaining appropri.ate structural and nonstructural BMPs ta reduce pollutants discharges ta the M54 from the construction site. B. Control MeaSures 1. Implement cantrol measures in the area to be disturbed before F�eginning consl�uction, or as d�rected. Limit the disturbance to the area shown on the Dravvings or as directed. CITY pF FORT WQRTH N. Riverside Drive from Golden Triangle to Keller-Hicks STAIv17ARi) CONSTRUCTION SPECIFICATID�I DOCUMENTS Project #141567 Revised December 2Q, 2012 312500-5 EROSION AND SEDINIENT CONTROL Page 5 of 9 � 3 4. Cantrol site waste such as discarded building materials, concrete truck washout water, chemicals, �i�er and sanitary waste at the construction site. If, in the opinion of the Engineer, the Contraetor cannot control soil erosion and sedimentation resuiting from construction operatians, the Engineer will limit the disturbed area to that which the Cantractor is able ta control. Miniznize disturbance to vegetation. Immed'zately correct ineffective contr�l measures. Implement additional controls as directed. Remove exca�ated m.aterial witl�in the time requirements specif�ed in the applicable storm water �ertnit. Upon aeceptance of vegetati�e cover by the City, reznove and dispose of all tamparary controi measures, temporary embanicments, bridges, matting, falsework, piling, debris, or other ohstructions placed during construction that are not a part of the finished wark, nr as directed. C. Do not lacate disposal ar�as, stockpiles, or haul roads in any wetland, water body, ar streatx�bed. D. Dn not install temporary constructian crossings in or across any water body without the prior appraval of fhe appropriate resource agency and the Engineex. E. �ro�ide protected stoxage area for paints, chemicals, soivents, and fertilizers at an approved location. Keep painis, chemicals, solvents, and fertilizers Q�f bare ground and provide shelter for stored chemicals. F. Insta.11atian and Maintenance 1, Perform work in aecordance with the TPDES Construction General Permit TXR150000. 2. 3. 4. S. When approved, sediments may be dispased of within embankments, or in areas wh�re the maierial will not contribute to further siltation. Dispose of remaved rr�ateria� in accordance with federal, state, and 1oca1 regulations. Remnve devices upon approval or when directed. a. Upon removal, finish-grade and dress ihe area. b. Stabiiize disturbed areas in accordanc� with the permit, and as sho�wn on the Drawings or directed. The Cantractar retains own�rship of stockpiled n�ateria� and must remove it from the projeet when new installations ar replacennents are na longer requir�d. G, Rock Filter Dams %r Erosion Control 1. Remove trees, brush, stum�s and other abjectionable material that may interfere with the construction af rock fil#er dams. 2. Place sandbags as a founc�ation when req�ired or at the Con�raetor's aption. 3. A 5. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes specified, without undue voids. Far Types 2 and 3, place ihe aggregate on tl�e mesi� and then %Ld the mesh ai the upstream sid� over the aggregate and secure it to iYself on the downstream side with wire ties, or hog rings, or as directed. Place rock �lter dams �erpendicular ta the flow of the stream nr channel unless otherwise directed. CITY OF FORT WORTH N. Riverside Drive fram 4alden Triangle to Kellar-Hicks 5T�INDARD CON�'IRUCTION SPEC[FiCATION DOC[7MENTS Project #1 O1557 lZevised December 20, 2012 31 25 00 - 6 ERpSION AND SEDIMEN'P CONTROL Page 6 oi 4 6. Construct filter dams according to the following criteria, un�ess othervvise sho�vn on the Drawings: a. Type 1 (Non-reinforced) 1} Height - At �east 1$ inches measvred vertically fram existing ground to top of filter dam 2) Top Width - At least 2 feet 3} Slo.pes - At most 2:1 b. Type 2 (Reinforced) 1) Height - At least 1.8 inches measured vertically fro�n existing ground to top of %lter dain 2) Top Width - At least 2 feet 3) Slopes - At most 2:1 c. Type 3 (Reinforced) 1) Height - At least 36 inehes measured verticall� from existing ground to top of filter dam 2) Top Width - At least 2 feet 3} �lopes - At most Z:1 d. Type 4 (Sack Gabions) 1) Unfold sack gabions and smooth out kinks and bends. 2) For vertical filiing, connect the sides by laciug in a single loop—doubie loop patt�rn on 4- to 5-inches spacing. At 1 End, pull Y.he end iacing rod until tight, wrap around the end, and twist 4 times. At the filling end, fill with stone, pull the rod tight, eut the wire with appraximate�y 6 inches remaining, and twist wires 4 times. 3} For horizantal filling, place sack flat in a filling trough, fill with stnne, and connect sides and secure ends as described above. �) Lift and place without damaging the gabion. 5) Shape sack gabians ta existing contaurs. e. Type 5 1) Provid� rack filter dams as shown an th� Drawin�s. H. Co�st�uction Entrances 1, When traclang conditions exist, prevent traf�ic fram crossing or ex'sting the construction site or moving directly anto a gublic roadway, alley, sidewaIk, parking area, or other right of way areas other than at the location of const�uction entrances. 2. Place the exit over a foundation course, if nee,�ssary. a. Grade the foundation course or compacted subgracie to direet runoff from the construction exits to a sediment trap as shawn on the Drawin�s or as directed. 3. At drive approaches, rnake sure the construction entrance is the full width of the drive and meets the length shown on the Drawings. a. The width shall be at least 14 feet for 1-way and 2� %st for 2-way traffic for all other paints of ingress or egress or as directed by the Engineer. I. Earthwork for �rasion Control 1. Perfarm excavation and embanlcment op�ratior� ko minimize erasion and to remove collected sediments from other erasion control de�vices. a. Excavation and Eznbanktr�ent for Erasion Contro� Measures 1) Place earth dikes, swales or combinations ofboth along the iow crown of daily lift plac�mani, or as directed, to prevent runoff spillover. CTTY qF FORT WORTH N. Riverside Deive from Golden Triangle to Keller-Hicks STAI�iI]AItD CONSTRUCTION SPECCFICATIfl3�1 �OCUMENTS Proje.ct #101567 Re�ised December 2Q, 2012 31 25 OD - 7 EROSION AND SEDIII+ISNT CQNTROL Yage 7 of 9 2) Place swales and dike5 at ather lacatians as shown on the Drawings or as directed to prevent runoff spillover or to divert runoff. 3} Canstruct cuts with the low end blocked with Undisturbed earth �o prevent erosion of hillsides. 4) Construct sediment traps at drainage structures in conjunction with other erosion control measur'es as shown on the Drawings or as directed. 5) Wher� required, create a sediment basin providing 3,600 cubic feet Qf storage per acre drained, or equivalent control measures fnr drainage lacations that serve an area with 1(� ar more disturbed acres at 1 time, not including offsite areas. b. Excavation of Sediment and Debris 1} Remove sediment and deb�is when accumulatian affects the perfoY-mance of the devices, after a rain, and when directed_ J. Sandbags for Erosion Cantrol 1. Construet a berm or dam of sandbags that will intercept sediment-laden storm water runoff frvm disturbed areas, create a retention pand, detain sediment and release water in sheet flow. 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to a�low for proper tying of the open end. Place th� sandbags with their tied ends in ihe sarne direction:. 4. �ffset subsequent rows of sandbags 1/2 tl�e length of the preceding row. 5. Place a single layer flf sandbags dow�astream as a secondary debris trap. 6. Place additional sandbags as n�cessary ar as directed for supplementary support to berms or dams of sandbags or earth. K. Temporary Sediment-Control F'ence 1. Provide temporary sediment-control fence n�;ar the downstream perimeter of a disturbed area to intercept sediment from sheet flnw. 2. Incozporate the fence into erosion-control measures used to contral sediment in areas nf higher flow. Install the fence as shown on the Drawings, as specified in this Section, ar as direcied. a. Post Installation 1) Embed posts at least 1 S inches deep, or adequately anchar, if in rock, with a spacing of d to 8 feet and install an a slight angle toward the run-off source. b. Fabric Anchnring 1) Dig trenches along the upliill side of the fence to anchor 5 to 8 inches of fabric. 2) Pravide a minimurn trench cross-section of 6 x 6 inches 3) Place the fabrie against the side of the trench and align approximately 2 inches of fabric along the bottom in the upstream direction. 4) Backfil! the trench, then hand-tamp. c. Fabric and Nei Reinforcement Attaehment 1) Unless ofherwise shown under t1�e Drawings, attach the reinforcement to wanden posts �iih staples, or to steel posts with T-clips, in at least 4 places equall}r spaced. Z) Sewn vertieal pockets may be used to aitach reinforcernent to end posts. 3} Fasten the fabric to the tap strand of reinfoz•cement by hog rings ar cord every 15 inches or less. CI`f'Y OF F'ORT WORTH N. l2iverside Drive frvm Golden Triangle to I{eller-Hicks STANDAI2D CONSTRUCTIOI�f SPECIFICATION DDCUIv1�NT5 Project #101 S.G7 Revised I?ecember 20, 2012 312500-8 EROSIpN AND SEDIMENT CONTROL Page 8 of 9 d. Fabrie and Net Splices 1) Locate splices at a fence post with a minunum 1ap of 6 inches attached in at least 6 places equally spaced, unless otherwise shown under the Dravrjngs. a) Do not lacate splzces in concentrated flow areas. 2) Requirements for installation of used temporary sediment-control fence include the following: a) Fahric wiih miniinal or n4 visibla signs ofbiodegradation (vcreak fibers) b) Fabric withaut excessive patching (more than I patch everry 1 S to 20 feet) c) Posts without bends d) Backing without holes 3,� REPA�RIRESTORATI�N [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.1 FIELD [a�� STTE QUALITY CONTROL [NOT USED] 3.8 SY�TEM STARTUP [NOT IISED] 3.9 ADNSTING [NOT USED] 3.1D CLEANING A. Wasta Management Remove sediment, debris anci litter as needed. 3.11 CLOSEOUT ACTIVITIES t�. Erosion control measures remain in place and are maintained until all sail disturbing activities at the project site have been completed. B. Establish a uniform ve.getative cover with a density of 70 percent on all unpaved areas, on areas not covered by permanent structures, or in areas where permanent erasion control measures (i.e. riprap, gabions, or geotextiles} have be�n employed. 3.1Z PROTECTION [NOT USED] 313 MAINTENANCE A. Install and maintain the integrity of temparary erosion and sedirneritation cantrol devices to accun�ulate silt and debris until earthwork construction and permanent erosion control featur•es are in place or the disturbed area has been adequately stabilized as detertnined by the Engineer. B. If a device ceases to functian as intended, repair or replace the device or portions thereof as necessary. C. Perform inspectians of the constrtaction site as prescribed iri the Construction General Permit TXR150000. D. Records of inspections and modifications based on the results of inspectians must be maintained and avaiIable in accordance with the permit. C1TY DF FORT WDRTH N. Riverside Drive firom Golden TiiAngle to Keller-Hicks �TAN]]ARD COI+IS`fRUC"I'ION SPECIFiCATIQNI]OCUMENTS Project #101S67 Revised Decemher 2.0, 2412 312500-9 EROSION AND SSI]IMENT CONTROL Page 9 of 9 314 ATTACHMENTS [NOT USED] END �F SECTION Re�ision Log DATE I NAME CITY OF FOKT WORTH STANDARD CONSTRUCTION SPECIF'ICATION DOCUMENTS Revised becember 20, 2012 SUMMARY OF CHANGE N. Riverside Drive From Golden Triangle to Keller-Hicks Prajeet #1{115f 7 3z �a i6- i ASPHALT PAVING Page 1 of 2S SECTION 321� 16 ASPHALT PAVING PART 1- GEIVERAL 1.1 SiTMMARY A. �ection Includes: 1. Constructing a paveme�at lay�r camposed of a compacted, dense-graded tnixture of aggregate and asphalt binder for surface ar hase couxses B. DeviaYions fra�n this City of Fort Worth Standard Specification 1. Nane. C. Related Specification Sections include, but are not necessarily limi�ed to: 1. Division 0- Bidding Requirements, Coniract Forms, and Conditians of the Contract 2, Divtsion 1- General Requrrements 3, Seetion 32 01 17 - Permane�t Asphalt Paving Repair 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment . Asphalt Pavement a. Measurement 1) Measurement for this Ttem shall be by the square yard of completed and accepted asphaSt pavement in i#s final position for varinus: a} Thiclaiesses b) Types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "1Vleasurement" wi11 be paid for at the unit price bid pEr c. The price hid shall include: 1) Shaping and fine grading the placement area 2) �'urnishing, loading, unIoading, staring, hauIing and handling all materials including freight and royalty 3) Traffic control for aIl testing 4} Asphalt, aggre�ate, and additiv� 5) Materiais and work needed %r corrective action 6) Trial batches 7} Tack coat 8) Removal andior sweeping excess material 2, H.M.A.C. Transitian a.. IVleasurement 1) Measurement for this Ite� shall he by t�e ton of cornposite Hot Mix Asphalt required for H.M.A,C. Transitian. h_ Payment C1TY DF FORT �JORTH N. Riverside Drive from Golden Tiiangle to KeIIer-Hicks STANDARD CONSTRUC7'ION SPECIFICATION DOCUMENTS Project #101567 Revised Decemher 20, 2012 321216-2 ASPHALT PAVING Page 2 nf 25 1} The wark performed and materials furnished in accordance with this Item and Yneasured as provided under "Measurement" will be paid for at the unit priee bid per ton of Hot Mi�c Asphait. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unlaading, storing, hauling and handling all materials including freight and royalty 3) Traffic eontrol for a11 testing �4} Asphalt, aggregate, and additive S) Materials ancl work needed far corrective action 6) Trial batches 7} Tack coat 8) Remova! and/or swseping excess material Asphalt Base Caurse a. Measurernent 1) Measuretrnen� for this Item shall be by the square yard of Asphalt Base � a. Course complated and accepted in its �inal position for: a) �arious thicknesses b) Variaus types Payment 1) The work perforrned and materials furnished in accordance with thi� Item ar�d measurad as pravided under "Measuremen�" will be paid for at the unit price bid per square yard of Asphalt Base Course. The price bid shall include: 1) Shaping and fine grading the raadbed 2) Fuz�nishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3} Traf'�'ic contro� far a11 testing 4) Asphalt, aggregate, and additive �) Materials and wark needed for corrective action (} Trial batches 7) Tack coat 8) Removal and/or sweeping exc�ss material 4. H.M.A.C. Pavement Level Up a. Measurement 1} Measurement for this Item sha11 be by the ton of H,M.A.C. completed and accepted in its final position, b. Payment 1} The work performed and rnaterials fuz7nished in accordance with this Item and measured as provided under "Measuretnent" will be paid for at the unit price bid per ton oi H.M.A.C. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling al� materials including freight and royalty 3) Traf�'ic control for all testing �4) Asphalt, aggregate, and additive 5) Mat�rials and rvork needed for corrective action b) Trial batches CTI"Y OF FORT WOR'i'H N. Rivarside Diive from Golden Triangle to Keller-Hicks S'I'ANDARD CONSTR[JCT10N 5PECIFICATiON DOCUMENTS Projec[ #1OL567 Revised beeemher 20, 2012 32 i2 16 - 3 ASPHAi.T PAVINCz Page 3 of 25 1.3 7) Tack coat S) Removal and/or sweeping excess rnaterial 5. H.M.A.C. Speed Cushion a. Meas�,uement 1} Measurement for this Item shall be per each H.M.A.C. Speed Cushion installed. b. Payment 1} The work perf'ormed and materials furnished in accordance with this Item and measured as provided under "Meas�rement" will be paid for at khe unit price bid per each H.M.A.C. Speed Cushion installed and accepted in its final pasition. e. The price bid sha11 include: 1) 5haping and fine grading the roadbed 2} Furnishing, laading, unloading, storing, hauling and handiing all materials including freight and rayaity 3) Traffic conirol for all testing 4) Aspbalt, aggregate, and additive 5) Materials and work needed far corrective action 6} Trial batches 7) Tack coat S) Removal ana/or �weeping excess material REFERENCES A. Abbreviations and Acronyms 1, RAP (reclaimed asphalt pavement) 2. SAC (suYiace aggregate classification) 3. BRSQC (Bituminous Rated Source Qua�ity Catalag) 4. AQMP (Aggregate Quality Monitoring Prograzn) H.M.A.C. (Hot Mix Asphalt Cancrete) b. WMA (Warm Mix Asphalt} B. Reference Standards 2. 3. 4. Reference standards cited in this specification refer to the curz'ent reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. Nakional Institu�e of Standards and Technology �1�]IST) a. Handhoak 44 - 2Q07 Edition: Specificatiflns, Tolerances, and Other Technical Requirements for Weighing a�d Measuring Devices ASTM inter�aational (ASTM}: a. AST`M Db084 - 06 Standard Test Method for Elastic Recovery of Bituminous Materials by Ductilometer American Assoeiation of State Highwvay and Transportation Officiais a. MP2 Standard Speci�cation for Superpa�e Volumetric Mix Design b. PF28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt (HMA) e. T 201, Kinematic Viscosity of Asphalts (Bitumens) d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary Viscometer CTfY OF FORT WORTH N. Riversida Dri�e from Golden Triangle to Keller-Hicks STA3VDARD CONSTRUGTION SPECIFICATION DOCUMENTS Project #101567 Revised Deeember 20, 2012 32 12 16 - 4 ASPHALT PAVII�fG Page 4 of 25 e. T 316 Standard Met]�od af Test for Viscosity Determination of Asphalt Binder Using Rotational Viscomater f. TP 1-93 Test Method far Deternaining the Flexural Creep Stiffness af Asphalt Binder Using the Bending Beam Rheometer (BBR) Texa� Department of Transportation a. Bitun:iinous Raied Source Quality Catalog {BRSQC) b. TEX 100-E, �urrTeying and Sampling Soils for Highways c. Tex 106-E, Calculating the Plasticity Index of Sails d. Tex 107-E, Determining the Bar Linear Shrinkage af Soils e, Tex 2�0-F, Sieve Analysis of Fine anc} Coa��se Aggregates f. Tex 203-F, Sand Equivalent Test g. Tex-204-F, Desigt� af Bituminous Mixiures h. Tex-207-F, Determining Density of Compacted Bitumin�us Mixtures i. Tex 217-F, Determining Deleterious Material and Decaniaiion Test for Coarse Aggregates j. Tex-226-F, Indirect Tensile Stre�gth Test k. Tex-227-F, Thebretica� Ma�cimum Specific Crra�ity of Bittuninous Mixtures I. Tex-243-F, Tack C.oat Aci�esion m. Tex-244-F, Thermal profile of Hot Mix Asphalt n. Tex 280-F, Deterr�aination of Flat and Elongated Particles o. Tex 406-A, Material Finer Than 75 µm (Na. 200} Sieve in Mineral Aggregates {Decantation Test for Cancrete Aggregates) p. Tex �08 A, Organic Impurities in Fine Aggregate for Concrete y. Tex 410-A, Abrasian o� Coarse Aggregate using the Los Angeles Machine r. Tex �11-A, Soundness of Aggregate by i7sing Sadium Sulfate or Magnesium s. Tex 460-A, Determining Crushe.d Face Particle Count �. Tex 4b1-A, Degradation of Coarse Aggregate by l�rlicro-Deval Abrasion u. Sulfate v. Tex-S30-C, Effect of Water on Bituminous Paving Mixtur�s w. Tex-540-C, Measurement of Folymer Separatian on Heating in Modified Asphalt Systetns x. Tex-5�1-C, Rolling Thin Film Oven Test for Asphalt Binders y. Tex-920-K, V�rifying the Accuracy of Druz�c� Mix Plant Belt Scales z. T�x-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering �ystems 1.�4 AD1VIIl�IISTRA,TNE REQUIREMENTS [NOT USED] 1.� ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORM�TIONAL SUSMITTALS A. Asp�halt Pa�ing Mix Design: Submit %r approval. See 2.2.B.1. CPCY OF FORT WORTH N, Riverside Dri�e frnm Golden "Criangle to Keller-kIicks STANIIARD C�NSTRUCTION SABCIFTCATION A�CiJMENTS Project #101567 Revised December 2U, 2012 321216-5 ASPHALT PAViNG Page 5 of 25 L'� CLOSEOIIT SUBMITTI�LS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT IISED] 110 DELIVERY, STORAGE, AND �IANDLING [NOT USED] 1.11 FIELD CONDITI�NS A. Weather Conditions 1. P�ace mixture when the roadway surface temperature is equal to or higher tk�an the temperatures listed in Table 1. Table 1 Minimum Pavernent Surface Tem erat�res Minimum Pavement Snrface Temperatures in D� re�es Fahrenheit Originali� Specif ed Hi�n Subsurface Layers or Surface Layers Placed in Temperature Sinder Night Paving Operatians Daylight Operations Grade PG64 or lower 45 �� PG 70 551 601 FG 76 or hi�her 60� 60� 1�Contractors may pa�e at temperatures 10°F lower than ihe values shown in Tabl� 1 when utilizing a paving process including WMA or equipment that elirx�ina�es thermal segregation. In such cases, the contractor must use either a hand held thermal camera or a hand he�d infi'ar�d thermometer operated in accordance with Tex-244-F to demonstrate to the satisfaction of the City that the uncompacted mat has na more than 10° F of t�ermal segregation. 2. Unless otherwise shown on the Drawi_ngs, place mixtures only when weather conditions and moisture cpnditions of the roadway surface are suitable in the opinion of the City. 11� R'ARItANTY [NUT USED] PARTZ- PRODUCTS 2.l OWNER-FURNISHED PRODUCTS [NOT USED] �.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meei the requirements o.f the Drawings and specifications. 2. Notify the City of al� material sa�rrces. 3. Natify the Ciiy before changing any material source or form.ulation. CITY OT' FORT WOR'CH N. Riverside Drive from Golden Triangle to Keller-Hicks STAi�f�ARD CONSTRUCTION SPECIFICATiON DOCUMLNTS PCoject #1D 1 S67 Revised 1]ecemher 24, 2012 3z ix i6-6 ASPHALT PAVII�IG Page 5 of 25 4 � When the Contractar makes a source or formulation change, the City will verify that the reguirements of tlais specificatian are met and may require a new labaratory mixture design, trial batch, or both. The Ci.ty may sample and test project materials at any time during the pro�ject to verify complianee. The depth of the compacted lift should b�; at least 2 times the nominal m�imum aggregate size. B. Aggregate 1. General a. Furnish aggregates from sources that conform to t�e requirements shown in Table 1, and as speciited in this Section, unless othenvise shown on the Drawings. b, Provide aggregate stockpiles that meet the definitian in this Section for either coarse aggregate or fine aggregate. c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note; provrde RAP stockpiles in accordance vvitf� this Section. d. Aggregate fram RAP is not required to meet Table 2 requirements unless otherwise shown on the Drawings. e. Supply mechanically crushed gra�eL or stone aggregates that meet the de£'initians in Tex 100 E. f. Samples must be fram znaterials produced for the project. g, The City �ill establish the surface aggregate c�assification (SAC) and perfon�n Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. h. Perform all other a�gregate quality tests listed in Table 2. i. Document all test results on the mixture design report. j. The City may perform tests on inde�endent or split samples to verify Contractar test results. k. Stocicpile aggregates for each sn�urce and type separately ar�d designate for the City. l. Determine aggregate gradations for mi�ture design and production testing based on the washed sieve analysis giv�n in Tex 200 �', Part II. C17`Y OF FORT WqI�TH N. Riverside DTive from Golden Triangle to Keller-Hicks STANDRRD CONSTRilCTION SPECIPICATION DOCUlVI8NT5 Project #1a155'7 Revised December 20, 2012 321216-7 ASPHALT PAVING Page 7 of 25 SAC Deleterious material, perci Decantatinn, ercent, max Miero-Deval abrasion, e� Las Angeles abrasion,�er Ma�nesiutn suliata soundn �'a�11C � � re ate QuaLi P Coarse A�r max max max Coarse aggregate angularity, 2 crushed faces, percent, tnin Flat and elon ated articles 5:1, ercent, max Fine A�� Lanear Tex A�6U-A, Part I Tex-280-F Tex-lfl7-E As shown an Drawings 1.5 1.S Nate 1 40 302 ��3 10 3 45 m�x Combined A rc ate Sand e uivalent, percent, min Tex-203-F 1. Not used for acceptance purposes. Used hy ti�e Gity as an indicator of the need far futt4�er 2. Unless ather�vise shawn on tk�e Drawings. 3. Unless othetwise shown on the Drawings. Qnly applies to crushed graeel. m. n. Coarse Aggregate 1) Coarse aggregate stockpil�s must have no u�ore than 20 percent material passin,g the No. 8 sieve. 2) Maximum aggregate size should nat be a�er half of the proposed lift depth to pre�ent particle on �article contact issues. 3) Provide aggregates from sources listed in the BRSQC. 4) Provide aggregate from unlisted sources only vvhen tested by the City and/or approved be%re use. 5) Al1ow 3Q calendar days far the City to sample; test, and report results for un]�sted sources. b) Class B aggregate rneeting all other requirements in Tab1e 2 may be blendad with a Class A aggregate in order to meet requirennents for Class A �aterials. 7) When blending C1ass A and B aggregates to meet a Class A requirement, ensure ihat at least 50 perc�nt by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. $) Blend by volume iithe bulk specific gra�ities of the Class A and B aggregates differ by more than 0.300. 9) When blending, do not use Class C or D aggregates. 10) For blending purposes, coarse aggregate from RAP wil! be considered as Class B aggregate. 11} Provide coarse aggregate with at least the minimum SAC shown on the Drawings. 12) SAC requirements ap�ly only to aggregates used on the surface of travel lanes, unless otherwise shown on ihe Drawings. RAP is salvaged, milled, pu�verized, braken, or crushed asphalt pavement. 1} No RAP permitted for TYPE D H.M.A.C. uirements Test Method AQMP Tex-217-F, Part I Tex-217-F, Part II Tex-461-A Tex-4I0-A maX Tex-4� 11-A C1TY OP FORT WORTI-I N. Riverside Drive &om Golden Tr�angle Co KeIler-Hicks STArfDARD CONSTRUCCION 5P}�C1I'ICATION i70CUNfENTS Project #141567 Revised Deaember 2Q, 3012 321.216-8 ASPHALT PAVING Page 8 of 25 2) 3) Use no more than 20 percent RAI' on TYPE B H.M.A.C. unless otherwise shown on ti�e Drawings. Cru�h ar break RAP so that 1Q0 percent ofthe parkicles pass the 2 inch sieve. 4) RAP from either Contractor or City,. including RAP generated during the project, is permitted only when sl�awn on the I)rawings. 5) City-owned RAP, if aI3o�ed for use, will be avail�ble at the loeation shown on the Dravvings. 6} When RAP is used, deter�nine asphalt content and gradation for mixture design purposes. 7) Perform oth�r tests on RAP when shown on the Drawings. 8) When RAP is allowed by plan note, use no more than 3d percent RAP in Type A or B mixtures unless otherwise shown on the Drawings. 9} Do not use RAP eontaminated with dirt or ather objectionable materials. 10) Do not use tlze RAP if the decantation value e�ceeds � percent and the plasticity index is greater than 8. 11) Test the stockpiled RAP for tIecantation in accordance wiih the �aboratory method given in Tex-406-A, Part I. 12) Detezmine ihe plasticity index using Tex-lp6-E if the decantation value exceeds 5 percent. 13) The decantation and plasticity index requirements do not apply to RAP sazxiples with asphalt remaved hy extraction. i4) Do not internvngle Contractor-ovvned RAP stockpiles with City-owned 1�AP staekpiles. 15) Remove unused Contractor-owned RAP matexial from the project site upon compietzon of the project. 16) Return unused City-v�vned RAP to the designated stockpzle Lacation. o. Fine Aggregate I) Fine aggregates consist af manufactured sands, screenings, and iield sands. 2) Fine ag�'egate s�ockpiles must meet the gradation requirements in Table 3. 3} Supply fine aggregates that are free from organic impurities. 4) The City may test the fine aggregate in accordance with Tex-40$-A to verify the material is free from organic impurities. 5) At most 15 percent of ihe total aggregate may be fi�ld sand or other uncrushed fine aggregate. 6) With the exception of fi01d sand, use fine aggregate from coarse aggregate sources that meet the requirements sho�vn in Tabie 2, unless otherwise approved. 7) If 10 percenk or more of fihe stockpile is retained on the No. 4 sieve, test the stockpil0 and verify that it meets th� requirements in Table 1 far coarse aggregate angularity (Tex-Q60-A) and flat and elon�ated particies (Tex-280-F}. CiTY OF FORT WORTH N. Riverside Drive from Gold�n Triangle to Keller-I�icks STANBARD CO�fSTRUCTI03�I SP�CTx'ICATi�N T?OCIfMENTS Praject #101567 Revised December 2�, 2012 32 i2 16 - 9 ASPHALT PAVING Page 9 of 25 Gradation Sieve S�ze �ig,� #S #Zao Table 3 uirements for Fine A re at percent Passing by Weigh# nr Valume lao �a—lao 0-30 2. Mineral Filler a. Mineral filler consists af finely divided minsral matter such as agriculiural lime, czusher fines, hy�lrated lime, cement, ar fly ash, b, Mineral filler is allowed unless othervs+ise shown on the Drawings. a Do not use more than 2 percent hycirated lime or cement, unless otherwise shovsm an the Drawings. The Drawings may require or disallow specific mineral fillers. When used, provide �nineral fil�er that: 1) Is sufficiently dry, free-flowing, and free from clumps and foreign matter; 2) Does not exceed 3 percent linear shrinka�e when tested in accordanee with Tex-107-E; and meets the gradation requirements in Table 4. Table 4 Gradation Re uirements for Mineral Fi�ler percent Passin� by Weight or Sieve Size VoIume #8 100 #200 55—lOQ 3. Baghouse Fines a. Fines collected by the baghouse ar other dust-eaIlectin� equipment may be reintroduced into the mixing drum 4, Asphalt Binder a. Furnish the type and grade of performance-grad�d (PG} asphalt binder specified as follows: 1) Performance-Graded Binders (PG Binders) aj Must be smooth and homogeneous b) Show no separatian vvhen tested in accordanse with Tex-540-C c) Meet Table 5 requireznents CTPY OF FORT WORTH I�I. Rivarside Arive from Golden Triangle to Keller-Hicks STA]+I�]ARD CONSTRUCTiO1V SPECI�^"ICATION I]OCiTMENTS ProjeCt # lfl 1567 Revised December 2�, 2p12 a � � c�v A N �o ° 0 nt F"' � � c*; � /1 N �.,y � a � V � �o � �o -� n � � M /� m �g � � n N � � � V N n v m �� A � � � M /� m � k� y � N /1 N V � O � � � V y� [�VF A N m � d y � � � � � � ' n � � � �� M /� M � � � � � � � � � N �, � � � m � � a v � N /� � � � � 0� �O i �D �1 r"� n �--� i m /� c�.� 00 � � � � � �r cv � n rt P� � [ �1 /1 N U � o � . � o � v � a a`�'i � �, � � � p .a � �q � � � �U � �� o � � � � � � wa � � d � � OI � N � �--� U 0 � �i o � � � � � � �. � � `� � a: � M O �y � � � �� w � �`1 � �O � O � � � � U O �i N � L'd i,�y � o � � o � O M � � � � w � .� a. �.�1 � � � ,� Y �U � y r7 N A 0 n O � � 0 � 0 n O �D � n 0 v� 0 m O �O O N O � "~ � C � frl � � � � z a �� O � �n �, � i � � � � � O �M i � I � � � a�"i � � O � �" W O � A � 0 � N .� � .� w� � p i � � v � F � � O � o (�d N U ,_�,, N N '� � � � � � � � � � � � � � •v�i � � � � � U �y � � V E'� � � � �8 �z �'i .� 'o � �i � G � � � z � O A z � U � a m 0 r�7 d N o�� op U w�yqA o b �s ��. ~ ��i-+ N ~ c�' O `o r ,� � a ;, H � � M py c, � � � � 00 N �-' '""� � :: � ~ iC [V [�l i i � � � � �p O�D �y y� h1 � a �� a� � N N �, � � � oo .po d b ' � � � � � � � � � � � " � r, � � oo � �p ' � � �' �.., w r-i N I p a� `�j 4p �� O � � , � N � �� i � � � �, N � ,� �� o .� cn � � ' � � � � � o � '� � � yq� �p y � 7 00 N � � � � � �U U � p � � N ~ � � .�. � � � � • � �- �, � � � � � � .. � A � � � � N N <1 � � a� '�' � p � o �i F y, R � � � N � .b ��' bU� �Q �D DD �O � � c�i O � � N � ' .a o , Os� •� E-� � � '� � � q o .� d- � w '� o °'� b 'a r�i �y M � � � p � y p� P[-+ a '� w ,� � � � ,�. � :a o '� �' `� d � � �b � � N � N ' �' i" � � ,6 'T � � � � � .� '� �� v� o w� 1° y aU�ro °� � � � � '� y N .e7 �'a �-.[ N � (J P [NV � N ' i �i � � p .� � � � m � � � ''��° T °�' � � � � ,� p� � � c�v '� � " � � � � � � � �, � � � � � � '� � 'n � � '� r�'n d� � � tV � � ,� � � i3 � b "� � � � � �� Q � o o � oo �1 cy � °�° � a, � � '� 'o � �' " � � �1 i�!] N ' � �i' � � � b ai � � � � � � A �•� �� a� .� N N +.. � C p N � � ,� c� � �' � � � N G� N � � � F+� � � �� " w �' � a � � .�,�, � � .� p U � Ly � .� A � ..`°i � � y �O � OO �p b q � y 4+ �y ' ; � N � � U '�" � � a� ° y �Vi � ;� a ��*� o °� � � d' � O� � N � �`� �n a � S ca c� � � � c°a � ��a � ar � � .� '� C/J '`� � �i `� A bi �° m V�j pp � 00 00 � � p' � � � � �i' •� � � N �1 � 'i � .� q � �j ,� � o-�i v � � O ., `� � � � � � P � i:s �n �i N � N V1 N c+l � � '3 '� •.�c�• •� � � � •n tV N � �i .� ;`� � � go o � � •{, .F • a F3 � � � m � a� � '� � � � �� o �� v � � �Q �� ,�� ou� � �!�f �� o �� N' M � 'S7 '�' p � � .O � U b '� � ,. E. • o � '� � ^ ,� ��•'� � Y,� ��+ a� � y ro}y � �. Q � �� V M � '� y� :� �[� 4, � � � r�� . �' � R f�11 i�/ � N�� q O� C�Y f-� p�� a o o� a��y��z � �• ��• � � , oCU � .,o�m �% ��ao�'s�:�°,�ga�'� � M cCf � M � O � M � � �� , � Q .� � � � � .� � � � w .� �, � �� -�g� � � , � � � p, �v,^ o � �• � Ga aO � � o n o �p � S� � Xi a�i r, � x M•��o.� � � '� y � � �y .� �� o '� � ° $ � � � bA 'n . � � �y � � � � � � � �q � �+ � a � �' � � �. � r � U C7 F°J � � � E�; � r� [� � � " ° � � � '� �. � .� � ,� � � � � � a� � w�� 'N� ��w �� a A U A � �N ��;• �� E"� � Up A Q � � � a � 0 � '�U�j O r7 Or�i�N a V ��i O�p o � � Ci��i,w�' 32 12 16 - 12 ASPIiALT PAVIlVG Page 12 of 25 � b. 5eparation testing is not required if: 3 1) A inodifier is introduc�d separately at the mix plant either by injection in 4 the asphalt line ar mixer, 5 2) The binder is blendad on site in continuousiy agitated tanks, ar binder � acceptance is hased on field samples tal�en frnm an in-line sampling port at � the hot mi� plant after the addition of modifiers. g 5, Tack Coat g a. Unless otherwise shown a�n the Drawings or approved, furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high-temperature grade of PG 58 for tack caat 1 I binder in accordance with Section 2.2.A.5. 12 13 14 1S 1b 17 18 19 zo 21 22 23 2�4 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A�0 41 �2 43 6. Additives a. General 1) When shown on the Drawings, �se the type and rate of additive specified. 2} Other additives that facilitate miu�ing or improve the quality of the mixture may be allowed when approved. b. Liquid Antistrippitag Agent 1) Furnish and incorporate aIl required asphali antistripping agents in asphait cancrete paving mixtur�s anc� asph.alt-stabilized hase mixtures to meet moisture resiskance testing requirements. 2) Provide a liQuid antistripping agent that is uniform and shows no evidence of crystallization, settling, or scparation. 3) Ensure that all liquid antistY'ipping agents arrive in: a) Properly iabeled and uno�ened containers, as shipped from the manufacturer, ar b} Sealed tank trucks with an invoice to show conten#s and quantiti�s c) Provide groduct information ta the City including: (1} Material safety data s�eei (2) Specific �ravity of the agent at the manufacturer's recommeaded addition temperature, (3) Manufacturer's recommended dosage range, and (�4) Handling and storage instructions 4} Addition af lime or a liquid antistripping agent at the Mu� Plant, incorporate into the binder as foll�ows: a) Handle in accordance with the mannfaeturer's recommenaatiotas. b) Add at t4ie manufacturer's recommended addition temperature. c) Add inio the asphalt line by means of an in-line-metering device. c. Liquid Asphalt Additiva Meters 1} Provide a means ta check the accuracy of ineter ot�tput for asphalt �rimer, flu�ng material, and liquid additives. 2) Furnish a zneter that reads in incr�ments of 0.1 gal. or less. 3) Verify accuracy of the meter in accordance vvith Tex-923-K. 4) Ensure the accuracy of the meter within SA pe�•ceni. 44 7. Mixes �}5 a. Design Requirements 46 1) i7nless atherwise slaawn on t�e Drawings, use the typical weight desi�n q,� example given in Tex-204-F,1'art I, to design a mixture meeting the 4$ requirements listed in Tables 2 through 8. CI'PY OF FOR"f WORTH N. Riverside i]rive frosn Goldan Triangle to Keller-Hicks STAIVDARD COIVSTRUCT[ON SPECIFICATIQAI flOCUMENTS Project #101567 Rer+ised December 20, 2012 32 12 f6 - 13 ASPHALT PAVING Page 13 of25 1 2 3 4 5 2) Funaish the City with representative sam.ples of all materials u�ed in the mixturs design. 3) The City will verify the anixture design. 4) If the design cannot be �erified by the City, furnish another mixture design. Table 6 M�ster Gradatian Bancis ( percent Passing by Weight or Volume) and Volumetric Pro erties B C D Sieve Fine Coarse Fine Si�ze Base Suriace Surface 6 7 8 9 1Q I1 12 13 I4 15 16 17 1$ 19 20 21 22 23 24 25 26 1-1/2" - 1" 98.0-100.0 3/4" 84.0-98.0 1/2" - 318" 60.0-80.a �4 40.0-60A #8 29.0-43.0 #3(} 13.0--28.0 #SO 6.0 20.0 #200 2.0 7.0 Desi n VMA' _ 13.0 Plant-Produced � - 12.0 1. Vbids in Mineral Aggregates. 9S.0-IQ0.0 �o.a—�s.o 43.a—b3.0 �z.o--4�.a 1�.0--28.Q '7.0-21.0 2.0-7.0 Minimum 14A zent Minimum 13.0 98.0--100A 85.0-1 d0.0 50.0-70.0 35.Q-h6.0 15A-29.0 7.�20.0 2.0-'1.0 15.0 14.0 Table 7 Mixture D� Property Test Me�hod Tex-207-F Requirement Tax et Iaborato -molded �ensi , eree Tensile strength (dry}, psi (molded to 93 nereent fl nercent density) Tex-226-F 85 200� Boil test� Tex-530-C - 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approued an.d may be waived wheu approved, 3. Used to estahlisli baseline far comparison to production results. May be waived when approved. 8. Warm Mix Asphalt (WMA) a, WMA is defined as additives or proc�sses thai allaw a reduction in the temperatuxe at which asphalt mixtures are produeed and �alaced. b. WMA is allawed far use at the Contraetar's option unless otherwise shown nn the Drawings. c. Produce an asphalt mixture within the temperature range of 21 S degr�.es F and 275 degrees F. C1TY QP FORT WORTH l�i. Riverside Drive from Golden Triangle to Keller-Hicks STAND�hD C�NSTRLiCTION SPECIFICATION D�DCUM�NTS project #1Q15b7 Revised December 20, 20i2 32 12 1G - 14 ASPHALT PAV1NCr Page 14 of 25 1 �3 d, When WNTA is not required by Drawings, produce an asphalt mixiure vvithin the temperature range of 215 dagrees F and 27S degrees F. 4 2.3 ACCESSORIES �NOT USEDj 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 ZS 29 30 31 3�, 33 34 35 36 37 38 39 40 �} 1 42 A. Hauling Operations I. Before use, clean ajl truck beds to ensure mixture is not contaminated. 2. When a release agent �s necessary to coat truck beds, use a release agent appro�ed by the Caty. 3. Fetroleum based products, such as diesel fuel, �hould not be used. 4. If wind, rain, temperature ar haul distance impacts eooling, insulate trucic beds or eaver the truck bed with tarpaulin. 5. If haul time in project is to be graater than 30 minutes, insulate t�ck hed� or cover tha truck bed wit11 tarpaulin. 3.4 YNSTALLATION A. Equipta�ent 1. General a. Provide required or neeessary equipment to produce, haul, place, compact, and eore asp�alt concrete pavement. b. Ensure weighing and measuring equipment complies with specification. c. Synchronize equipment ta produce a znixture meeting the required proportions. 2. Production Equipment a. Pra�+ide: 1) Drum-mix type, weigh-batch, or modi�ted weigh-batch mixing plants thai ensure a uniform, continuous production 2) Automatic proportioning and measuring de�ices with. interlock cut-off circuits that stop operations if the control system malfunctions 3} Visible readou� indicating the weight or volume of asphalt and aggregate proporti ons 4) Safe and accurate means to take requu'ed samples by inspection forces 5) Permanent means to check the output of matering devices and to perform calibration and weight checks �) Additive-feed �ystems to ensure a uniform, eontinuaus material flow in t�ie desired proportion 3. Weigk�ing and Measuring Equipment a. General 1) Provide weighing and measuring equipment for materials measured or prapartianed by weight or valume. CITY Or r'ORT W�RTH N. Riverside Drive From Golde�x Triangle to Ifeiler-fIicks 6TANDARp CONSTRL3CTIDN SP�CTFICATTdN DOCUMENTS Froject #101567 Revised December 2U, 2012 32 12 16 - 15 ASPHALT PAVING Page ! 5 af 25 1 2) Provide certifed scales, scale installatians, and measuring equipment 2 meeting the requirements af NIST Handboak �4, except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3} Furnish leak-fre� weighing eontainers large enough to hald a com�lete 5 6 b 7 8 9 c 10 11 12 13 14 1S 16 17 18 19 20 21 22 23 2A� 25 26 27 28 29 30 31 32 33 34 35 d. e. £ �• batch af the material beiag measured. Truck Scales 1} Furnish platforrn truck scales capable af weighing the entire truck ar truck— �railer combination in a singie draft. Aggregate Batching Scales 1) Equip sc��es used for weighing aggregate with a quick adjustment at zero that provides for any change in tare. 2} Provide a visual means that indicates the required weight for eac� aggregate. Suspended Happer 1} Provide a means far the addition or the removal af small amounts of material to adjust the quantrty to the exact weight per batch. 2) �nsure the scale equipment is level. Belt Scales 1) Use belt scales for proportioning aggregate that afe accurate to within 1.0 percent based on the average af 3 test runs, where na individua� test rrun exceeds 2.Q percent when checked in accordance with Tex-920-K. Asphalt Material Mater 1) Provide an asphalt materiai metear wiih an autornatic digital display o�the �rolume ar weight of aspha�t material. 2) Verify the accuracy of the meter in accordance with Tex-921-K. 3) When using tlae asphalt meter For payment purposas, ensure the accuracy of the meter is vvithin 0.�4 pereent, 4) When used to measure component materials only and not for paym�nt, e�sure th� accuracy of the meter is within 1 A percent. Liquid Asphalt Additive Met�rs 1} Proyide a means ta check the acenracy of ineter output fvr asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gallon or less. 3} Verify accuracy of the meter in accordance with Tex-923-K. �4) Ensure the accuracy t�ithe meter witl�in 5.0 percent. 36 4. Drum-M� Plants. Provide a mixing plant that complies with the requirements 37 below. 38 a. Ag�regate Feed 5ystem 39 1) Provide: 40 a) A minimum nf 1 cold aggregate b�n for eaeh stockpile ot individual 41 42 43 44 45 46 47 �48 49 b) c) d) e) � materials used to produce the mi�c Bins designed to prevent overflow of material 5calping screens or ather approved methods to remave any oversiz�d material, raots, or other objectionable materiais A feed system to ensure a unifarm, continuous mat�rial flow in the desired proportion to the dryer An integrated means %r maisture campensation Belk scales, weigh box, or other approved d�vsces to meas�are the weight of the combined aggregate C1TY OF FORT VIrORTH N. Riverside Drive fraYn Galden Triangla to �eller-Hicks STrLNDARD CONSTRUCTION SPF:CIFICATIOI*f DOCUiviENTS 1'roject #101567 Revised Aecemher 20, 2Q12 32121b-16 ASPIiALT PAVQr1G Page 16 0£25 4 5 5 7 9 10 11 12 13 14 15 16 17 18 I9 2D 21 22 23 24 25 26 27 28 29 34 31 32 33 3�F 35 36 37 38 39 40 41 42 43 �k4 45 �}6 47 4$ �9 g) Coid aggregate bin f�ow indicators tliat automatically signal interrupted material flow b. Reclaimed Asphalt Pavement (RAP} Feed Sy'stem 1) Provide a separate system to weigh and feed RAP inio the hot mix plant. c. Mineral Filler �'eed System 1) Provide a elosed system far �nineral filler that maintains a constant supply with minirna] loss o.f material through the e�aust system. 2) Interlock the rneasuring deviee inta the automatic plant contrals to automatically adjust the supply of inineral filler to plant production and provide a consistent percentage to tl�e mixture. d. Heating, Drying, and Mi�ng Systems 1) Provide: a) A dryer ar mixing system to agitate the aggregate during heating b} A heating system that controls the temperature during production tn prevent aggregate and asphalt binder damage c) A heating system that campletely burns fuel and lea�es no residue d) A recorc3ing thermometer that continuously measures and recorc�s the mixture discharge tempexature e) Dus� collection syskem to collect excess dust escaping from the drum. e. Asphalt Bind�r Equipment 1} Supply equiprnent to heat binder to t�e required temperature. 2) Equip the heating apparatus vvith a continuously recording thermometer located at the highest ternp�ratufe point. 3) Produce a 24 hour chart of the recarded tetnperature. 4) Place a device with antamatic temperature corapensation that accuraiely meters the binder in the Iine leading to the mixer. 5) Ftu�ish a sampling port on the Iine between t]�e storage tank and mixer. Supply an additianal sampling port between any additive blending device and mixer. f. Mixture Storage and Discharge 1) Provide a surge-storage systein to minimize interruptions during operations unless atherwise approved. 2) Furnish a gob hopper ar other de�ice to minimize segregation in the bin. 3) Pravide an automated system that weighs the mixture upon discharge and praciuces a Yicket showing: a) Date b) Projeet ide�ti�ication ntunl�er c) Plant idantiiication ci) Mix identificaiion e} Vehicle ideniification � Total vveight ofthe load g) Tare weight of the vehicle h) Weight of mixture in �ach laad i} Load number or sequential ticket nuznher for the day g. Truck �cales 1) Provide standard platform scales at an approved location. 5. �'eigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 "Drum-Mix Plants," except as required below: a. Screening and Proportianing CITY OF FORT WOR'1"H N. Riverside Drive From Golden Triangle to K�ller-Hicks STANDAI2D CONSTRUCTION SPEL�TCATIOTV DOCiJMENTS Praject #101567 Revised December 20, 2912 32 12 16-17 ASPHALT PAVING Pa�e 17 of 25 1 1) Pro�ide enough hot bins to separate the aggregate and ta control Z proportioning oi the mixture type specif'ied. 3 a) Supply bins that disaard excessive and oversized material tlu'ough 4 overflow chutes. 5 b) Provide safe access for inspectors to abtain samples from the hot bins. � b. Aggregate Weigh Bax and Batching Scai�s � 1) Provide a weigh box and batching scales to hold and �veigh a complete g batch af aggregate. q 2) Provide an automakic proportioning system with low bin indiaator� that 10 autornatically stop when material le�e1 in any b.in is not sufficient to � 1 complete th� batch. 12 c. Asphalt Binder Measuring System 13 1) Pro�ide bucket and scales of sufficient capacity to hold and weigh binder 14 ftir 1 batch. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 34 31 32 33 3� 35 36 3'] 38 39 �}4 41 42 43 44 �5 46 47 48 49 c. d. d. Mixer 1) Equipment mixers with an adjustable automatic iimer ihat controls �he dry and wet rni�ing peariod and lock:s the discharge dooxs for tb.e required tx�ing period 2) �'urr�ish a pug mill with a mixing chamber �arge enough tn prevent spillage. Modified Weigh-Bateh Plants. Provide a mvcing plant that complies with Section 2.2.B.5. "Weigh-Batch Pla�ts," except as specifically described belaw. a. Aggregate Feeds 1) Aggragate eontrol is requixed at the cold feeds. Hot bin screens are not required. b. Surge Bins 1) Provide 1 or rnore bins Iarg� enough ta praduce 1 complete batch of mixture. Hauling Equipment 1) Pro�ride tn�cks with enclosed sides to prevent asphalt znixture loss. 2) Cover each laad of mixtura with water�roof tarpaulins. 3) Before use, clean all truck beds to ensure the rnixture is not contaminated. 4) When necessary, eoat the inside truck beds with an approved release agent from the City. Placement and Compactron Equipment 1) Provide equipment that does nat damage underlying pavement. 2) Comply with laws and regulations concerning averweight vehicles. 3) When permitted, other equipment that will cansist�ntly produce saiisfactory r$surts may be used. 7. Asphalt Pa�er a. General I) Furnish a paver that t�vill produce a finish.ed surface that meets longitudinal and transverse profile, iypical sectinn, and placement requirements. 2) Ensure the pa�er daes not support t11e w�ight of any portion of hauling equipir�ent other than the connection. 3) Provide loading eqnipinent that does not transmit vibrati4ns or other motions to the paver that adversely affect the iinished pa�ement quality. 4) Equip the paver with an automatic, dual, langitudir�al-�'ade control system and an automatic, transverse-grade control system. b. Traetar Unit CITY DF �'ORT WORTH N. Riverside Drive from Golden Triangle ko Kelier-Hicks STA3�II]ARD CONSTRUCTTON SPECIFICATIpN DOCUMENTS Prajact #L01567 Revised December 2U, 2012 32i2i6-18 ASPHALT PAVING Page 18 of 2S 1 1) Supply a tractor unii that can push or propel vehicles, dumping directly into 2 tke finishing machine to obtain th� desiz'ed lines and grades to elzzninate any 3 hand �inishing. �} 2} Equip the unit with a hitch sufi'icient to maintain contact between tk�e 5 hauling equipment's rear wheels and the finishing r�achine's pusher raYlers 6 while mixtur� is unloaded. �7 c. Screed g 1) 1'rovide a heated c�mpacting screed that will �ro.duce a finished surface g that meets longitudinal and transverse profil�, typical section, and 1p placemeni requirements. I� 2j Screed extensions mUst provide the same compacting action and heating as 12 tf�e rnain unit unless otherwise approved. 13 d. Grade Reference j4 1) Provide a grade reference wit� enough support that the maximum. 15 deflection does not exceed 1116 inch between supports. 1� 2) Ensure that tk�e longitudinal controls can operate from any Iangitudinal 17 g�'ade reference including a string 1ine, slti, mobile string line, or matching 1 g shoes. 1 g 3) Furnish paver skis ar mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of devi.ce when shown on the Drawings, �,3 b. Ensure the detrices pravide a eantinuous, uniform mixture flow to the asphalt 2Q. paver. 2� c. When used, provide windrow pick up equigment constntcted tv piek up 26 �ubstantially all roadway mixture plaeed in the windxow. 2� 9. Remixi.ng Equipment �g a. When required, provide equipment that includes a pug mill, �ariable pitch Zg augers, ar variable diamet�r augers operating under a storage unit with a 3p minimum capacity o� S tans. 31 32 33 34 35 36 37 38 34 40 41 42 43 �� 4S 46 �4'1 48 Q�9 1 D. Motor Grader a. When allowed, pravide a self-propelled gr'ader with a blade length of at least 12 feet arid a wheelbase af at least 16 feet. 11. Handheld Infrared Thennometer a. Pravide a handheld infrared thermometer meeting the require�nents of Tex-244-F. 12. Rollers a. The Contractor may use any type of roller to raeet the production rates and quality requirements of the Contract unless otherwi5e shown an the Drawsngs or directed. b. When speciiic types of equipment are required, use equipment that meets the specified r�quirements. c. Alternats Equipment 1) Instead of the specified equipment, the Contractor may, as approvec�, operate other compaction ec�uipment that produces equivalent results. 2} Discontinue the use of the aliernate equipment and furnish the specified equipment if tha desired results are nat achiewed. d, City may require Cantracior ta substitute equipment if prociuction rate and quality requirernents of tha Contract are not met. C1TY OF FORT'WORTH 1`[. Riverside Dri�e from Golden Triangle to Keller-Hicks STANDARD CON5TRUC'CIDN SPECIFICATiON bOCUMErifT� Project #1O1S6'7 Revised Aecesnber 2Q, 2p 12 32 12 16 - 19 ASPHALT PAVINC Fage i9 af25 1 13. Sttaightedges and Templates. Furnish 10 foot straightedges and other templates as 2 required or approved. 3 14. Distributox vehicles 4 a. Furnish �ehicle that can achicve a uniform tack coat placement. 5 b. The nozzle patterns, spray bar height and distribution pressure must wark 6 together to produce uniform application. 7 c. The vehi�Ie should be set to provide a"double lap" or "tz�ple lap" covera�e. g d. Nozzle spray paitems should be identical to one another along the distributor g spray bar. 1p e. Spray bar height should rennain constant. 1� £ Pressure within ihe distributor must be capab�e of forcing the tack caat materia� 12 out of spray nozzles at a constant rat�. 13 15. Coring Equipment �4 a. When coring is required, provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. lb 17 18 19 20 21 22 23 24 25 2G 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 4I �F2 43 44 45 q6 B. Construction 1. Design., produce, store, transport, place, and compact the speeiiied paving mixture in accordance with the requirements of this S�ctian. 2. Unless otherwise shorvn on the Drawings, provide the rriix design. 3. The City wi�l perForm quality assurance (QA} testing. 4. Provide quality control (QC) testing as s�eeded to meet the requirements of this Section. C. Produc�ion O�erations � 4. General a. The City may suspend production for noneompliancc with this Seciion. b. Taka corrective action and obtain approval to praceed after any production suspension for noncompliance. Operational Talerances a. Stop praduction if iesting indicates tolerancas are exceeded on any of the follawing: 1} 3 consecutive teats on any individual sie�e 2j 4 consecuti�e tests an any of the sieves 3) 2 conseeutive tests on asphalt content b. Begin praductian only when test resulks or other information indicate, to the satisfaction of the City, that th.e next mixture produced will be within Table 9 tolerances. Storage and Heating of Materials a. Do not heat the asphalt binder above the temperatures specified in Section 2.2.A. or outside the rnanu£aeturer's recommende.d values. b, On a daily basis, provide the City with the records of asphalt bznder and hot- mix asphalt discharge temperatures in accordanee wi�h Table 10. c. Unless atherwise approved, do not store mixture for a perind long enough to affect the quality of the mixture, nor in any ease longer than 12 hours. Mixing and Discharge af Materials a. Notify the City af the target discharge temperature and produce the mixture witlun 25 degrees F ofthe target, CiTY OF F�RT WORTH N. l�iverside Dri�e frnm Golden Triangle to Keller-Hicks STANDAAD CONSTRUCTIOI� SPECIFICATION DDC:UMENTS Project #101567 Ravised December 26, 2012 3212l6-20 ASPHAL"i' PAVfNG �age 20 of 25 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 b. c. Monitor the t�mperature of the material in fhe truck before shipping to ensure that it does not exceed 350 degrees F. The City will not pay for or allow placement of any mixture produced at mare than 350 d�grees F. ControI the mixing time and temperature so that substantially all maisture is removed from the mixture before discharging frdm the plant. D. Placement Operations 1. 2. 3. 4. 5. 6. 7. 8. Place the mixtuf'e to meet the typical section requirements and �roduce a smooth, finished surface or base course with a uniform appearance and texture. Off"set Iongitudinal joints of successi�e caurses of hot .mix by at least 6 inches. P1ace mixture so longitudinal joints on the surface course coincide with lane Iines, or as directed. En�ure that aIl finished surfaces will drain properly. VWhen End Dump Tr�cks are used, ensure the bed does not contact the paver when raised. Placement can be performed by hand in situations where the paver cannot place it adequately due to space restrictions. Hanci-piacit�g should be minimized to pre�eni aggregate segregation and surface texture issues. All hand placement shall be checked v�ith a straightedge or template before rolling to ensure uniformity. Place mixture within the compacted lift thickness shown in Table 9, unless otherwise �hown an the Drawings or otherwise directed. �2 Table 9 �� Com acted Lift Thickness and Re uired Core H� Com acted Lift Thickness Milcture 'I�pe Minimum Maximnm ; S� il � �� 24 25 26 27 28 29 30 31 32 33 3�4 35 36 37 38 39 40 9. Tack Coat a. Clean the surface before placing the taek coat. Unless ot1�e�'wise approved, apply tack coat unifarmly at the rate directEd by the City. b. The City wi11 set the rate between 0.04 and 0.10 gallons of residual asphalt per square yard of surface area. c. Apply a thin, uniform tack eoat to all eontact surfaces of curbs, structures, and all j aints. d. Prevent spl.aitering of tack caat when placed adjacent to curb, gutter, metal beam guard fence and structuras. e. Roll the tack coat v►�ith a pneumatio-tire roller when direeted. f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive praperties. g. The City may suspend pa�ing operations until there is adequate adhesion. h. The tack coat should be placed with enough time to break or set before app�ying hat mix asphalt layers. i. Traffic should not be allowed on tack coats. CI"TY OF FORT WORTH N. Rivarside Driva fram Golden Triangle to Keller-Hicks STAI+IDARD CONSTRUCTION SPECiFICAT[ON DOCLTMENT3 T'roject #101567 Revised Decem6er 20, 2012 321216-2I ASPHALT PAVMG Paga 21 of 25 1 2 3 5 5 7 8 9 10 11 12 13 14 15 j. When a tacked road surface must be op�ned to traffic, they shauld be co�vered with sand to provide friction and pr�vent pick up. k. A typical rate for applying a sand cover is 4 to 81bs/square yard. lU. General placement requirements a. Material should be d�livered to maintain a relatively constant head of material in front of the screed b. The hopper should never be allowed ko empty during pa�ing. c. Dumping wings between trucks nat a�lowe�. Dispose of at end of days production. E. Lay-Dowri �peration 1. Minimum Mixture Placement Temperatures. i�se Table 10 for miniXnum mixture placement temperatures. 2. Windrt�w Operations. Whe� hot mix is placed in windrows, operate windrow pickup equipment so that substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. 16 Tahie 10 1� Sa ested Minimam Mixture Placement TeEn era Minimum Placement High-Temperature T�mperatare Binder Grade ,�,n�„_� ,�„+o,.:,,,, p�VA, PG 64 or lower 26Q°F PG 70 270°F PG 76 280°F T'G 82 or hi�her 290°� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 F. Compaction 1. Use air void cantrol unless ordinary compactinn contral is specified on the Drawings. 2, Avoid displacement of the mixture. If displacement occurs, correct to the satisfaction of the City. 3. Ensure pavement is fully compacted before allowin� rollers to stand on the pa�e�nent. 4. Unless otherwise directed, use only vvater or an approved release agent on rollers, tamps, and other compaction equipment. 5. Keep diesel, gasaline, ai�, grease, and ather foreign inatter off the mixture. b. Unless otherwise directed, aperate �+ibratory rollers in static mode when not compacting, when changzng directions, or when the plan depth o�'ihe pavement mat is less tk�an 1-1/2 inches. 7 � 0 Use tamps to thoraughly corr�pact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allovv tk�orough compactian with ihe rolIers. The City may require rolling with a trench roller on widened areas, in trenehes, and in other limited areas. Allow the compacted pavement to cool ta 160 degr�es F or lower before opening to traffic unless otherwise direeted. CITY �F FORT WORTH N. Riverside Drive from G�olden T�7angle to Keller-Hicks STANDARD CONS'1'RUCTIDN 3FECTFiCATION DOCLTMEIZTS Project #1015.67 Revised Deceraber 20, 2012 32 l2 16 - 22 ASPHAL'I' PAVING P�ge 22 of 25 10. When directed, sprinkle the ii�ishad mat with water or limewater Yo expedite apening tlie roadway to traffic. 3 11. Air Vaid Control 4 a, General 5 1) Gompact dense-graded hot-mix asphalt to contain fiom. 5 percent tn 9 6 perceni in-place aix vaids. � 2) Do not increase the asphalt content of the mixture to reduce pavement air g r�oids. 9 1Q 11 12 13 14 15 16 17 I8 19 20 21 22 23 24 25 26 27 28 29 3D 31 32 33 3�k 35 36 37 38 39 40 41 42 43 4� 4S 46 4'] � c d. Air Voids Out of Range 1) If the in-pIace air vaid content in the compacted mixt�,u'e is be�ow 5 percent or gr�ater than 9 percent, change the production and plac�ment operations to bring the in-place air void cantent within requirements. e. Test Section I) Con�truct a test sectian of I lane-width and at rnost 0.2 miles in length to demons�aie that compaction ta between S percent and 9 percent in-place air vaids can be obtained. 2) Cantinue this procedure until a test section wit� 5 percent to 9 percent in- p�ace air voids can be produced. 3) The City will a11ow only 2 iest sections per day. 4) When a test section pxoducing satisfactary in-place air vaid eantent is placed, resume full productian. 12. �rdinary Compaction Control a. Furnish the type, size, and number af roller� required for compactian, as appraved. Fur�ish at least 1 medium pneumatic-tire roller (minimum 12-ton weight). b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling patterns that achieve m�irnnzn compaction. c. Fallow the selected roIling pattern unless changes that affect compaction occur in the mixture or placement conditions. d. When such changes oce�,u', establish a new rolling pattern. e. Compact the pavement to meet the requirements of the Drawings and specificatians. Rollers 1) Furnish the type, size, �nd nuznber of'rallers required far compaction, as approved. 2) Use a pneumatic-tire roller to seal �he surFace, uialess otherwise shawn on the Drawings. 3) Use additional rollers as required to remove any roller marics. . Air Void Determination 1) Unless atherwise shawn on the Drawings, ol�tain 2 roadway specimens at each location select�d by the City for in-place air �oid determination. 2) The City will measure air voids in accordance wiih Tex-207-F and Tex-227-F. 3) Before drying to a constant weight,. cares may be predried using a Corelak or similar vacuum device to remo�e excess a�oisture. 4) The City wi11 use the average air void content of the 2 cares to calculate the iu-place air vaids at the selected location. CITY OF FORT WOR'I'�i N. Riverside Drive trom Golden Triangle to Keiler-Hicks STANQARD CONSTRUCTI4N SPECTFTCATION DOCLJMENTS Prflject #101567 Revised Decem6er 20, 2012 32 12 16-23 ASPHA[.T pAVING �age 23 vf 25 1 2 3 4 5 6 7 S 9 1Q 11 12 13 14 15 f g• h. When rolling with the 3-wheel, tandem ar vibratary rollers, start by first rolling the j oint with the adj acent pavement and then continue by rolling longifixdinally at the sides. Proceed toward the center of the pavement, overlapping on successive trips by at least 1 ft., unless otherwise directed. Make alkernate trips of the roller slightly diffexent in length. Qn superelevated curves, begin rolling at the low sida and progress taward the high side unless atherwise directed. G. Irregularities 1. Identify and correet irregularities including, but not limited to segregation, rutting, raveling, flushing, iat spots, mat slippage, irregular color, irregular texture, roller marks, tears, gouges, sh•eaks, uncoated aggregate particles, or broken aggregate particles. 2. T4�e City may also ideniify irregulariti�s, and in such cases, the City shall promptly notify the Contractar. 16 �• 17 18 l9 20 4. 21 22 23 5� 24 25 � 26 27 If the City determines that the irtegularity will adversely affect pavement performance, the City may require the �onl�actor to remove and replace (at the Contractor's expense) areas of the pavement that cantain the irregularities and areas where the mixture does not bond to the existing pavement. If irregularities ara detected, the City may require the Cantractor to immediately suspend ogerations or may a11ow the Contractor to continue operations for no more ihan 1 day while the Contractor is taking appropriate carrective action. The City may suspend production or placement operations until the prohlem is corrected. At th� expense af the Contractor and to the satisfaction of the City, remove and replace any mixture that does not bond to the existing paveinent or that has other surface irregularities identi�iecl above. 28 3.� RE�'AIR �.g A. Sae Section 32 O1 17. 30 3.6 QUALITY CONTROL 31 32 33 34 35 36 37 38 39 40 �43 42 43 4h A. Production Testing 1. Perform production tests to ve7rify asphalt paving meets the perfar�nance standard required in ihe Drawings and specifications, 2. Gity to measure density of asphalt paving with nuclear gauge. 3. City to core asphalt paving from the uar�nal thickness of sectio� once acceptable densitp achieved. City identifies location of cor�s. a. Minimum core diameter: 4 inches b. Mininaum spacing: 200 feet c. Minimum of 1 core evary bloek d. Alterraate lanes between core 4. City to use eores to d�termine pavement thiclmess and calculate thearetical density. a. Ciiy to perfor�n theoretical density test a minimum of 1 per day per street. B. Densiiy Test 1, The average measured density of asphalt pa�ving must rneet speci�ed density. C1TY 0� FORT WORTH N. Riverside Drive From C�oldan Triangle to Keller-I�icks 5TANbARD GONSTRUCTION SPECIFICATION DOCIIMENTS PrajeeC #101567 Revised December 20, 2012 32 12 16-24 ASPI�ALT PAVING Page 24 of 25 1 2 3 4 5 6 Tah�e 11 Densi Pa ment Scheduie Percenk Rice Percent of Contract Price A1lowed 89 and lower remove and replace at the entire cost and expense o£ Contractor as directed by City. 9p 75- ercent g 1 _93 100- ercent 94 90- ereent g5 75- ercent Or�er 9S remove and replace at the entire cost and expense of Conkractar as directed by City. 7 g 3. The amaunt of penalty shall be deducted from payrnent dua to Contractar. 9 4. T�e.se requirements are an addition to tf�e requirements of Articl� 1.2. 1Q 11 12 13 14 IS 16 17 18 19 ZO 21 2, Average of ineasurements per street not meeting the minimum specified strength shall be subject to the maney penalties or removal and replacement at the Contractor's expense as show in Table 11. C. Pavement Thick�ess Test City measure each core thickness by aueraging at least 3 measurements. The number of tests and location sha11 be at the discretion of the City, unless otherwise speci�zed in the special provisions or on t3ie Drawings. In the event a deficiency in the thickness af pavement is revealed during prnduction testing, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. The cost �or additional coring test sha11 be at the sa�ne rate charged by commercial laboratories. Where the ave�age thickness of pavemant in the area found to be deficient, payment shall b� made at axi adjusted price as specified in Tab�e 12. 2. 3. 4. 5. Cl'I'Y OF FORT WQRTH N. �iverside Diive from Gniden Triangle to Keller-Hicks STANDARll CONS'IRUCTION SPECIFICATION DOCUMEN'TS Project # 1015(7 Re�ised December 20, 2a12 32 12 16 - 25 ASPHALT PAVTNG Page 25 of �5 1 Tab�e 12 2 Thickness De�icienc Pena�ties De%ciency in Thiekness Prapartional Part Determined by Cares Of Contract Price Greater'Than 0 percent - Not Mor� khan 10 percent 90 percen.t Crreater ThaQ i0 perceni - Nnt More t.han 15 percent 80 percer►t remov� and replace at the entire cost and Grester Than i 5 percent �;�pebse of Contractar as directed by City. _ 3 4 5 6 7 S 9 1� 11 iz 13 1�4 15 16 6. If, in the judgment of the City, ihe area of such deiiciency warranis removal, the area s�a11 be removed and replaced, at th� Con�ractor's entire expense, with asphalt paving af the thickness �hown on the Drawings. 7. No additional payment over the contract unit price shall be made for any pavement of a thickness exceediug that required by the Drawings. 3.q FIELD QiTALTTY CONTROL [NOT USEDj 3.8 SYSTEM STARTUP [NOT USED] 3.4 ADNSTING [N�T U�ED] 3.10 CLEANIlVG [NOT USED] 3.11 CLOSEOiTT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT U�ED] 3.13 MAINTENANCE [N�T USED] 3.1� ATTACHMENTS [NOT USED] l7 i8 DATE 12/20/2012 19 NAME D.3ohnson END OF SECTTON Revision Lag �UMMARY OF CHANGE 1.2.A — Modi�ied items ta be inclucied in price hid CITY OF FOAT WORTH N. Ri�+erside Drive from Goidari Triangle to Keller-�Iicks STANDARD CONSTRUCTION SPECTFiCATIQN DOCUMENTS Project #101567 Revised Deceinber 2U, 2U12 ��1 V�� 4o�1.A��Y�.i��i�y �f �a��ls '�]H[IS �A��E LE�"�" Yl�'�'EN'��011��1L]LY ��I� CTTY �F FORT WORTH N. Rivers9da Drive from Golden Trian�le ta Keller-Hicks 3TANDARD CQNST`RiJCTION SPECIFICATION DOCUMENTS Project #YOL567 Revised July i, 2011 NORTH RNEFtSIDE DRIVE CITY QRO.IECT # 101567 262Q KEL.L�R HICKS ROAD F�RT WORTH, TEXAS WILLiAM McCOW�N SURVEY, A-999 EXHISYT A REAL PROPERTY DESC'RIPTION NORTH RIVERSIDE DRN� RIGFiT OF WAY ACQUISITIDN PARCEL No. BEING a tract of land located in the Williami MeCowen �urvey, Abstract No, 999, in the City of Fort Worth, Tarrant Caunty, Texas, said tract also being a portion of the tract of land as described in deed to RYAN AND AMANDA ALDTS� ub e t trat being mo p� umb��D2�e� �4�6 � byDeed Records, Tarrant County, T�xa�, (DRT ), 3 meies and bounds as follows; BEGINNING at a 112 inch iron rod �ound in the east xight af way line ofNorth Riverside Drive, County Road 4048, (formerly Old Denton Road — a vaxiable width right af way}, said iran rod bein.g the northvvest corner of a tract of land conveyed to Golden Triton Texas, LLC tract, as recorded in Ins�rutnent Number D21231. $200, DRTCT and being in the south line of said Aidis tract; THENCE Sauth 89°43' 17" West, with the sauth line af said Aldis tract, a distance of 20.Ofl feet, to a point in the center of Noxth Riverside Dri�e, for corner; THENCE North 0°35'03" West, with the cen�er line ofNo�rth Riverside Drive, a distance of 625.87 %et, to a point at the intersectian of the center line of North Riverside Drive and the center line of Keller Hicks Road (also known as Cor�nty Road �033 — a variable width r�ght of way}; for carner; THENCE North 89°4b'O�L" East, with the center line of Keller Hicics Road, a distance af 430.2fi feet to a point in the aenter line of Keller HiCks Road and �he nartheast eorner of the afarementioned Aldis tract, %r carner; THENCE South 0°39'02" East, departing the center lin� of Keller Hicks Road, with the east line of said Aldis tract, a distance of 2�.00 feet to a 112 inch iron rad with a pink �lastic cap stamped "STANT�N RPLS 6173" set, from which a 1/2 inch iron rad found bears South 89°25'01" East, a distance of 1.78 feet, fnr corner; THENCE South 89°46'0�" West, departing the east li�xe of said Aldis tract, a di�tance of 34�.83 feet ta a 112 inch iron rod with a pink plastic cap starnped "STANTON RI'LS 6173" set, for COiil�i'; THENCE �outh 5b°32'03" West, a distance of 49.57 feet to a 1/2 inch iran rod with a pink plast�c cap stamped "STANT()N RPLS 6173" set, for corner; THENCE South DQ°14'43" East, a distance of �692 feet to a lf2 inch ixon rod with a pin.k plastic cap stamped "STANTON RPL� b173" set, for angie; Prepared By: Di 5ciullo-7erry, Stanton & Associates, Ir�c. 9Q8 West Main Street Arlington, Texas pqGE 1 qF 3 �:..w, n�,. �nnnna..nn • 1VOftTH RIVERSIpE DRIV� CITY PROJECi' # 101567 2620 KELLER HVCKS ROAD FORT WORTH, 7EXAS WILLIAM McCDWEN SURV�Y, A-999 1VORTH RIVERSIDE DRIV� RIGHi OF WAY ACQUISITI�N PARCEL No. THENCE South O1 °28'�9" East, a distance af 500.33 feet to a 1/2 inch iron rod with a pink plastic cap stamped "STANTON RPLS 6173" set, fox angle; TH�NCE �ouih 00°42'S6" East, a distance of 3I .52 feet to a 112 inch �ron rod with a pink plastic cap stamped "STANTON RPLS 6173" set, in the south line of �he aforementioned Aldis tract, for coxner; THBNCE South 89°43' 1�" West, with the south lin� of said Aldis tract, a distance of 29.45 feet, ta the POINT OF BEGINNING of the herein described tract, cantaining a calculated area of 36,560 square feet or 0.839 aares of land. Notes: The basis of Bearing is the monumented east iin� of Goiden Triangle Center Addition, as recorcled in Instrument Number D21405039D, PRTCT, (North 0°16'17" West). � °�': x a ��Q�a�sr�9�;�5, . � O ..: .................�.�....•.... �; �a�c� P sT�Nra+v �. ... ..... ............ ` � � s, �r� ,� � : �;� �•.-�,� � � �;�� , �� ` •'; lr1 Prepared gy: Di Sciulio-Terry, StantQn & Assaciates, Inc. 908 West Main 5treet Arlington, �exas �:..w. ��., � nnn�ra_nn PAGE2QF3 •G�i� � . �� . �� , J �� .. � - � � o e� wu� rNo �� ol � ��I V �� is' w�reauNE � � 4 iASElAEN7 � INST, N�. 021131l903, PATC'f _ �/Y cun�rz�l I I` �' �uaces av woaouu�o srm�cs�w�st hoomo� i I I CAB A St 1�197. PHTCi �i LOT 6, '� � . gLpCl( 463, 'I � " �a� i, to� e, �o� 9, �ot �o. �a� n, �- i I gLpCK 163 BIOCK 163 BI.00K 16S BLOGN 163 BLOCK 163 �� -..-� __- _= =_ _ _=� � ' ' " s/ c�nr�casl � ~»� � J � 5�0' COtF(CNB}J ~ � � 5/8' CNf(CxBI — ^ r _�,�� n�� .' �� `i �N89�4��a��E ^' $3�.�� KEtLER HICKS RQAO (E.R. 4433) , a . � � — ,-��' �� - - : a. . n . ' - � �� a, . - � � `~ ,�.d ��,�..�o�� I '� -S89'46'04"W � 346.83'— '� ` {/ �{ � fiIGHT Oi' WAY 8Y MPMEN� USE. � '� 1 { I�� I WATEBLINE FASEIAEk! OEtlKATION WFpRW+TION N01 FOUN�. � o�sr. rro. oz�atiizbs, orsrcr �' � i ?� � � �' �5 � 556'32'03"W � 49.57' � � i � t� . � , � ,� '•... .:. � 1�� f` SO' 14'43"E N 46,92' l ,�, l� l -^ � • .-. .. -; s�r c��S a�Cl .'. � 1 ,o• uTiurr �sMr � . ,rii 'I' 4 N a�rc� � izio�, � c�o° . i I ..� Q�� 2�'�. 7, 1 S1'28`49��E 500.33' �� .�� I �� . �� 1{ q� , �1 �`� I � 1 � � j � �� . � �_�—��—WATERi1NE EASfFAENT ¢ - 6214111263 4RTCT $� 1 ` '' : , 0 � � ` I l �ii��, n� �� 4 � � � �.. ^"a � � '� �•. �� i 1 I � s�� 4'� �.� � i � � � ��1; �� 4 � �� y � �. { � �' � I �� `; � �. 5/8" CIRF(TNP) I � �,'� � T: �� ,. � �� sss��3'»"w TM : i� --- � I,. � A 4 � � � �i � MII �i � I� I INSi. No. � � �` I � ' 36,56fl S.F. �I 0.838 AC. � � ��4� M � , �� p� j ` �� ;�� ! I �� I I 4 �SO°�2'S6"E � 31.52' � RYAN AND AMAfVQA AL�IS 1N5T, No. D212046766, DRTCT „�� N�9'43� 17°� ^� 29.45' POINT QF � � I` � BEGINNING j � � � o 0 € � � �� I � �I �a �s tl � k s� �� ----�--� � � � N. Riverside fram Golden Triangle to Keller-M�cks Clt}r Project #101567 YftF � IftON AOD FOUN� CIRF � CAf'PE� IROK ROD FOUND 6RTCT � �EEO RECORpS OF TAftRAN1 GOUN7Y, TEXA5 PRTCF � PIAi RECOR�S �F TARRANT COUNTY, TEXAS R.O.W. � RICNT-OF-WAY iRs � iRoti aa� s�r w/cn� srn�Peo "STAN�ON RPLS fi'113' ��'02"� � 20.00' IGHT OF WAY BY APPhRENT USf. ACAlIOH IHFUHFJAiIOH HQT i'Ol1NR. �/r r� '01 "E � 1.78' ULY�NASOR�oL9 �47587UpRfCT�� I � � SCALE: 1 "-100' Q 56 lOD Ja�tt��uic �cd¢�n �7� ��ew� SURVEYED ON ZHE GR�UND oECE�ue�� znrs �� xNiB�� e SH4WING A PARCEI. DF' LAND au� o� WILL]AM McCOWEN SURVEY � ,4-399 33,93b SQ, FT. / 0.779 ACRE TRACT FORT WORTN, TARRANT COUN'!Y, TEXAS DAT�: JUNE 201$ ' FlLE: T;\SRA-RNERSIDf PKWY [� pl 5ClU'LLO—TERRY, STANT(}N & ASSOC4ATES, INC. T ENGINEER1hSG ANQ SURV£YING 908 WEST �IAIN STREET ' ARLING.TON, TEKAS 76013 TEIEPHONE: 817 - 275 - 33fi1 £STA8il5HED 1953 ' FIRM Nos. E-615 & 5-100049-00 CO D�SCIULL6-TERRY, STANTON & ASSOCIATES, INC. 2QY3 PAGE 3 OF 3 NORTH RIVERSIDE DRIVE CITY PROJ�CT # 1Q�.567 3501 GOLDEN TRIANGLE BLVD FQR7 WORTH, T�XAS WII.LiAM McCOWEN SIJRV�Y, A-999 EXHIBIT A REAL PROPERTY DESCRIPTION NORTki RIVER5IC�E DRIVE RIGHT OF WAY ACQUISITiON PARCEL No. BEING a tract of Iand located in tke William MeCowen Survey, Abstract No. 999, in the City of �orf Warth, Tarrant County, Texas, said tract aiso being a portion ofthe remainder of a tract of land as described in. deed to G�LDEN TRITON TEXAS, LLC as recorded in Instrument Number D212318200, Deed Records, Ta��•ant County, Texas, (DRTCT}, subject tract being rnore particularly described by metes and bounds as follows; BEGINNING at a 1/2 inch iron rod found in the east right of way line of North Riverside Drive, County Raad 4U4$, (formerly Old Dentan Raad), said iron rod being the nai�hwest corner of said Golden Triton Texas, LLC tract; THENCE North 89°43' 17" East, with the north line of said Golden Ti7ton Texas, LLC tract, a distance of 29.45 feet, to a I/2 inch iron rod vvith pinlc plastic cap stamped "STANTON RPLS 6173'" set, far corner; THENCE South 0°42'S6" EasC, departin� the north line of said Golden Ti7tnn Texas, LLC tract, a distance of 156.84 feet, to a 112 inch iron rod with pi:nk plastic cap stamped "STANTON RPLS 6i73" set, for angle point; THENCE South 0°34'31" East, a distance of 799.51 �'eet, to � I12 inch i:ton rod with pink piastic cap stamped "STANTON RPLS 6173" set, at the beginning of a curve to the right; THENCE wiih said curve to the right, having a radius of 129�4.81 feet, a central angl� of 5°22'S3", a tangent length af 60.85 feet, and a chard that bears South 2°6'SS" West a chord distance o#' 121,57 feet, an arc distance of I21.61 feet, to a 1/2 inch von rod with pink plastic cap stamped "ST.ANTON R.PLS 6173" set, in th� east right of way line af North Riverside Drive, from which a 5/8 inch iron rod witb. cap stamped `BHB" found at the northeast coi�ner of Lot 2, Block 1, Golden Triangle Center Addition, an additian to the City of Far� Worth according to the �lat recorded in Inst�ument Numbar D21402039�, Plat Records af Tan•ant County, Texas (PRTCT) which bears NoY�th 89°42'S0" East a distance of 245.98 feet, for corner; THENCE South 89°42'SQ" West, with the east right of way lin� of Narth Riverszde Drive, a distance of 27.90 feet, to a point, for corner; THEN�CE North 0°22'28" West, continuing with the east right af way line a�Noi�th Riverside Drive, a distance of 10'17.Sd feet, to the P4INT OF BEGTNNING of the herein described tract, containing a calculated area of 33,930 square feet ar 0.779 acres of land. Notes: The basis of Bearing is the monurnented east line of Gold�n Triangl� Center Addition, as t•ecorded in Instrument Number D21405Q390, PRTCT, {Nortk� 4°16'17" West). ��_� - � c� r 7- �� Prepared By: qi Sciullo-ierry, Stanton & Associates, Inc. 908 West Main 5treet Arlington, TexaS [Pr.w f�ln 1llflfl/4Q..(1 �� p'��,� � f r� q�9 �S - 1 � � , ;: � , �� . : ..t� . ..ioYc�� srq�i:oN �� " ��+� , ` �...�17�� ..`�. ..�7i - �� +�� Eo 5i� ��;�ral� PAGE �. OF 3 -', ��1 M \� � � �'� � O h;- �~ � o� �� Y��i �-- Q �� m �' � M � � � ,�,00 � OO ' �, p � � � o ,_ �- �, �� J ¢ < < �� : i � � � i � � �-'� � �� l t i.I � �} i'I , �� I� l 1� FI -�j� � r-� � 'd' � »�- .� � � ��. . �: W � .o Z �n a : 7 `� S ��. �,p. . � ��I�i �� c�� .� a o . � I � = I 4 I� { I�.'� ,� �� I�I �� I— 1..�� ' � � j— i�j� �� I I � �� `.� � I I I I� I� � � 1 � � � ( -- __ ._ �. 1 � _..,_ .s � s/a_' c�Rc�rNP) � .. � paNr oF BEGI�iNING 77.69' , ��,� K � 33,930 5.�. � 0.779 AC, � o � � RYAN AND AMANDA AL015 f � WST. No. D212046766, ORTCT ` �N89'43' 17'�E N 29.45' � WATERLINE EASEMENT `�INST. No. p2+a>>ti2s�, �ftTCT T I 1/2,� IR5 ` y � � � I � N � I I ��{ 1 ��{ � W I I v �� I ! Z � � � � � �� I `� m � .� "' � 1 � � �I � � �n ` I 1 3Z I �¢. ��l N ` I Z_ � � �2„ i�� M I 1 I V I 1 I 1 I �� I 1 I � { � � � � l� I I I I I U U � �� o �� O [��f �� a� a �o �� 0 O N ? IRF � IROtJ ROD FOUN6 CIRF » ChPPE� IRON R6D FUUhfO ORTCT � DEED R�CORpS OF TARRANI couNr�r, rexns pRTCT � PLAT RECQft�S OF TARRANT CdUNTY, TEXAS R.O.W. � RiGNT-OF-WAY IRS � IRON ROD 5ET W/CAP STA�IPED "$TAN7qN RPlS 6113° � SC{tilE: 1 "�60� r D 3D 6U J?'ll�rifl:if. �1�4(l/-w J9L J'6CG r SURVE'fED ON THE CRaUN� DECEM$ER 2018 �< < � � � � �� I o�� O�g99 N I I ►��G� `' I' I I ,��L`°`A SS�A � f I I I l li 4 1 � 1 I � � � �I � � � � � U I 1 I I I � � � e �, i i µ rn � � V�I I � II -' � � �r_i a�l y � � � � 0 �I N � � MATCH L.INE (SE� PAGE 3) N. Rivers9de from Golden Trlangle ta Keller-Hicks City Project #101567 EXI�IBIT B SHOWING A PARCEL OF LAiVR DUT OF WILLlAM McCOWEN SURVEY � A-999 33,93D SQ. FT. / 0,779 ACRE TRACT FpRT WORTH, TARRANT COUNTY, TEXAS �DATE; JUNE 2019 ' fILE: T:\SRA-RIVERSIpE PKWY [� DI SCIULLO-TERRY, STANT�N & AS50CIATES, INC. I ENGINEEFtING hNp SURVEYING 9U$ WEST MAIN STREET ' ARLINGTON, TExAS 76D13 TELEPHONE: 817 - 275 - 3361 f51N3LS5H£p 1953 ' FIRM Nos E-615 & S-IOD049-OQ C� pV5CIULLO-TERRY, STANTON & ASSOC#ATES, INC 2019 PhCE 2 OF 3 MATCH LINE (SEE PAG� 2} � � `��I ,, �, � Z 0 � 4 � �� Y � p � N O a o0 m � � � �;oa �� d o�� J ¢ �� '� w� I' �o �� U � d. �, � � n W p I 0 � � I I ' O �yl I ; U �-: I �� a� I I�5' � N � "T L{ ' L �� l � � ' �� i �� ''n I �I �o I � p � � ! � �. �i � = I I ��--�-�i i j ��., ��.��' � �� L 5/S" IRF � � _ � 5/8" IRF �� I l � � � � w.. z� � �' I I �m �I4 � I I z� ^tl � P � � � � ra bl I I � � z z � � �._�� «� I I l Q}� �� , �� , , �, ` � I I + �g . I 1 I h � � I I � �N . ` I � I � � i I � � `�'' � � O ' �I V � � I � O �� I I , � Z I' 1 I � Q� I� l I 1 k, � 1 l � y z �� I�` I I 4 � � � Y � ' I I I .� E � a � � � fl'�� 59�9 � GG.� t� , Q� `` � � ��►L4ti P StRA I� I I I `'-' � � I I 1 � J� I � I I � � � .:jo� � � i I �� _ , l I � F--� �'-. 1 I � � Q � � � � � p_5'22'5�n I�� L' I � R�1294.��' ' o I ��I/2" IR5 I �'��.��J� U I L=121.61' � � j CH-52'06'55'�h{ � � CL=121.57� � � � � f � � � + � � � /2" ��si � s/e' .a �w..yi.a &m �i B9'1250�1. 7i59B + � — � �� I � ,� �or 2, ��ac� � -~ — - '.sss�42'Sa"w �N 2�.so' 1 GOLDEN TRIANGLE CEIVTER ApDET10N ' INST. No. Q214q2Q330, PRTCT 1 - � �- — LEGENa IRF � 4RQN ROD FOUND CIRF � CAPPEU IRON R00 FOUND (}RTCT � pEEO RECDRDS OF TARRA�3T COIIiJTY, FEXAS PR7C7 � PIAT RECORDS OF TARRANT COUNTY, TExAS e.o.w. � aicHr-o�-wnv IRS � IRON R6� Sf� W/CAP SfhMPED ��sr�raN ��s s»�" � scn��: �"=60' 0 - -- 3U 6Q .��,«��ru� .r��,��r.E. ��L ��«.t SUR4€YE� ON THE GKOUND {1ECEkh6€R 2018 N. Fiiverside from Golden Triangle to Keller-Hlcks City Project #i01567 EXHIBIT B SHQWING A f'ARC�L OF LAM11D OUT OF WILLIA�I McCOW�N SURVEY � A--999 33,930 SQ, FT. / 4.779 ACR� TiZACT FORT WORTH, TARRANT COUNTY, ��XAS �ATE: JUN� 2Q19 ' FILE: i:\54?!+-RNERSiDf PKwY Dl SC141LL0-TERRY, STANTON & ASS�CIATES, I�iC. ENCINEERING AND SUAV�YING 908 WESi MAIN STREET � �421iNG10N, TE%A5 76Dl3 TELEPHONE: 817 - 275 - 3361 ESTA8LI51�E� 1353 ' FIftEd Nos E-615 & 5-100049-00 O p15CIl1LL0-TERRY, STANTQN & ASSOCIATES, INE_ �019 Pr�GE 1 4F 3 �� 40�2 S�bsur��ce �� Y��a��c�� C�n��t�o�� '�]H[][S �A�� I,IE�'7C II�T�I'EN7C][��A�L]LY �]�Al�� CTI'Y OF FORT WpRTI-1 N. Riverside brive fcain Golden Triangle En Keller-Hicks 5TA3�lDAItD CONSTRUC'TIO� SPECIFICA7'ION DOCLIMENTS Project #i 01567 Revised luly 1, 20 k 1 ��! 1�1�-�� 1.�� l �� .�� A�� O�i: [2�l�1 �-`� �� A�"�IL 29, 2@19 �REPAREla FOR: . *�,_.. � , .u� 4; �.� ' � � , � -1s :�� cwr��r�� o«,��v� � �ss�cr�r��, ►�c ��v�ra�v, i�'�C�S �rrFs�nrrFn ar: -y- �L�-.L-�F�i� ��T��I� C��.l�` _ _ Geotechnical Engineering — Constructian Servlces — Canstruction Materials Engineering Tesiing 3228 Halifaac 5treet • �ailas, TX 75247 Ph, 972.444.8889 FJ(. 972.444.8893 � �� e�� April 29, 2019 Mr. Sanford LaHue, Jr, P.E. Vice President Schrickel, Rollins an� Associates, Inc. 1161 Corporate Drive Wes#, Suite 200 Arlingtor�, Texas 7600� Phane: (817) 6�9-3216 Cell: (817) 521-7166 e-mail: slahue@sradesign.com Re: Geot�chnicallnvestigation Proposed New Pavement Old Denton Road Fort Warth, Texas AGG R�po�t No. DE18-188 D�ar Mr. LaHue: • GEOTEGHNICAL �IVGINEERIMG • ENvi�ar�n�e�vr�� CanssuGrin�� • CONSTRUCTION MA7ERIALS ENGINfERING AND TESTWCi • (',pNSTRUCTION INSPEC710N Please find enckosed our report summarizing the results of the geo#�chnical investigation performed at the above referenced project. We trust the recommendations derived from this investigation will provide you with the information necessary to com�let� your pro�osed project successfully. �'or your future constructinn materials testing and related quality confrol requirements, it is recomr-nended that th� work be perFormed by Alliance Gaotechnical Group, Inc. in order to maintain cantinuity of inspectian and testing services for the project under the direction ofi the geotechnical project engineer. We thank you for the apportunity to pro�ide you with our professional services. If we can be of furti��r assistance, please do not hesi ntact us. , Fr�icis Ml6ogning, P.E. Project Engineer . Y• �'. �, . Mich�ael D. Roland�P.E. Vice President � f��io Dallas • F[. WorC�t • Frisco • Longview • Huntsville 3228 Halifax 5treet • Dallas, Texas 75247 ']"e1:972-444-8889 • 1'ax:972-444-8893 • www.aggengr.com � M�ro PI� i��,� Q� COf�T�NiS PAGE 9A WTRODUCTION --------__�--------------------------------------------1 ---------------- 1.1 PROJECT DESCRIPTI�N .............................................................................1 1.2 PURPOSE AND SCOPE ................................................................................1 2.0 FIELD 1NVESTIGATION �---______________M_____________.,___________�_________--� ..__________T 3.0 LABORATORY TESTiNG -----------�-----------�-------_--_.._W---------------2 -..---------------- 4A 51TE AND SUBSURFAGE CONDITiONS--------------------------�----------�"_�__________�____� 4.1 GENERAI.. SIT� CONDITIONS ..............................................�.......................2 4.2 S1TE GEOLOGY ............................................................................................3 4.3 Sl1BSURFACE CONDITIONS .......................................................................3 4.4 GROUNDWATER CONDITIONS........................................... ........................3 5.0 ANALYSES AN� RECOMMENDATIONS ----------------------------------��--�-""-��_________3 5.1 SOIL MOVEMENT .........................................................................................3 5.2 OPTIONAL SITE MODI�ICATION T� REDUCE SOIL MOVEMENTS...._,.....4 5.3 PROOFROLLING AND FILL PLACEMENT ...................................................4 5.4 SUBGRADE PREPARATION .........................................................................5 5.5 CRUSHED CONCRETE BASE (FLEX BASE) ...............................................6 6.0 PAVEM�NT RECOMMENDATIONS-------------------------�-------------_____.._____�_____�.___7 6.1 PAVEMENT SECTION REC�MMENDATlONS .............................................8 6.2 PAVEMENT CONSIDERATIONS ..................................................................9 6.3 TREE EFFECTS ...........................9 ................................................................. 7.0 FIEI�D SUPERVISI�N -----------------------�_------�-�---_----------___----------10 ------______ 8.0 LIMITATIONS ____.._----------..----------_w�____�__-----_--...._----------11 �� IGUR� PLAN �� OftINCS ---------------------------------------------------------------1 LOC� OF ��RIPlGS ---------------------------------------------�_------2 and 5 ��G�iV� o K�Y 70 LOG TI�RN�S & SY�iVBOLS -----_�----------------------------------------------�-6 S1i�I�LL, ��T ��SULYS SB�I��L� �UL1�Ai� TESi R�SU�i 7 E:7 r.w�n �hn �LI�G� GEO��CHP�ICAL GROUP 6s6 �uo � uv ��r�cb�ic�� wv�s��io� ��o�os�� w ��►�� n�� o�,� 1.Q IfVYFtOpUG�IOId 1.1 PROJ�CT' ��C�IF iI�R� The projecf cansEsts of appraximately 2,500 linear feet of Old Denton Raad extensian (nor�hbound lanes) between Keller Hicks Road and Golden Triangle Baulevard in For� Worth, Texas. We understand that the proposed new pavement will consist ofi 2-lane concrete roadway. !n additian io the new pa�ement extension, th� southboUnd of Okd Denton Raad and Golden Triangle Boulevard intersection will be reconstructed. 'i.2 �URPOS� �D SCO�� The purposes af this geat�chnical in�es�igation were ta: 1) explore the subsurface conditions at the site, 2) pro�ide boring logs that present subsu�face condEtions encountered including water level ofoservatiflns and laboratory test results, 3} pr�vide comments on th� presence and effect of expansive 501IS on the propased new roadway, and �) provide pavements subgrade preparation and concrete pa�ement section recommendations. This report was prepared in general accordance with AlNance Geatechnica! Group's Proposal P98-0603E dated June �4, 201$. 2.0 �I��D INV��TICA�{OP! The f9eld in�estigation consisted of drilling a total af four (4) test borings (B�rings B-1 thru B- 4} along the proposed alignment #o depths of 14 feet beVow the existing ground surFace. A truck-mounted auger drill rig was used to ad�ance these borings and to o�tain samples for IaE�oratory evaluation. Due to overhead power lines, halfi-mast drilling technique was used to drilf the test borings. The borings were located at the approximate locations shown on the Plan of Borings (Figurs 1 }. Undisturbed samples of cohesive soils were obtained at intermittent intervals with standard, thinWwalled, seamless tube sampl�rs. These samples were extruded in tf�e field, logged, sealed, and packaged to proteci them fram disturbance and maintain their in-situ moisture content during transportatian to our laboratory. AL�I�ei�'C� ��OiECI�NICAL GROIJP ��-�a�iv� �AGE 1 �oundation bearing properties of the soils encountered in the borings were evaluated by the Standard Penetration Test in conjunction with split spoon sampling. The 5tandard Penetratian Tests involves driving a standard 2 inch diameter sampler a total of eighteen inches and r�carding the blow caunts ar�d driving distanees for each 6 inch or 50 blow increment. The first 6 inch dri�e is for seating purposes. The results of the Standard Penefration Tests are recorded at the respecti�e testing depths on the l.ogs of Borings. The rock encountered in the tesfi borings was evaluated by the Texas Department of Transportation Pene�rometer (Tx00T Cone} tests. The TxDOT Cone is driven with the resulting penetraiion in inches recorded far 100 blows. The resulfs of the TxDOT Cone test are recorded at the respecti�e testing tfepths on the Logs of Borings. The resuits af the boring program are presented on the Logs of Borings, Figures 2 thru 5. A key to t�e descripti�� terms and symbols used on the logs is presented on Figure 6. 3A �►��'ORY �'�STIPlG Laboratary tests were per�ormed o� representative samples of the soils to aid in classification of the sail materials. These tests included Atterberg limits tests, moisture content tests, a�d unit weight determinations, Hand penetrometer tests were performed on the clay sail samples io pravide ind'ications of the sw�ll potential and the foundation bearing prbperties of the subsurfac� strata. The results of these tests are presentecf on the Logs of Borings {Figur'es 2 thru 5}. To provide additional information about the swell characteristics of these sails at their in-situ moisture conditions, absorption swell tests were performed on selected samples of the clay soils (Figure 7}. Soluble sulfate test9ng was also performed to determine the potential risks of sulfate induced heave (see Figure 8). 4.0 �IT� A[V� SU�SURFAC� COP��1T'I�NS 4.1 (9�iVFcRA� Slil� COP��1TlONS The project cans9sts of approxima�ely 2,540 linear feet of Old Denton Raad extension (northbound lanes) between Keller Hicks Road and Golden Triangle Boulevard in Fort Worth, Texas. The areas to suppork the new pa�ement is currently cavered with shart grass. There are medium to large trees present adjacent to tf�e proposed ne�n+ pavement alignm�nt. See Plan of Borings (F9gure 1) far site configuration, IocatEon and aerial view. ALLIACVC� C��OTFCHiVI�:AIo �R'OI�P �rc �o� �vv ��E a 4.� 5{�� G��L�GY As shown an the Daflas Sheet of the Geologic Atlas ofi Texas, the site is Iocated in an area underlain by the Grayson Marl and Main Street Limestone Formation. Th� Farmation typically cor�sists of interbedded layers af clay, calcareous c1ay, marl and limestone. Soils deri�ed from t4�e fiormation are typically highly active clays exhibiting high shrinklsw�H potenfiial with variations in moisture content. 4.3 Sll�SUR�AC� COR��I`fIAIVS Subsurface canditions encountered in ihe borir�gs, including descriptians ofi the various strata, their depths, and thicknesses, are presented on the Logs of Borings. Note that d�pih on all borings refers ta the depth from the existing graefe or ground surface present at the time af th� investigation. Baundaries between the various soil types are approximate. 4�.4 CROUA��l�1��'�Ft �OIV�ITION� The borings w�re advanced using continuous flight auger methods. Advancement of fhe borings using #hese methods allows ofoservation of the initial zones of seepage. Groundwater was not encountered within the test barings during drill�ng and the borings were dry upon �ompletion. It should be nated that groundwater levels could be encountered at relativefy shall�w depths after periads of rain. It is not possible ta accurately predict the magnitude of subsurface water fluctuations that might occur bas.ed upon short-term abservations. The subsurface water conditions are subjeet ta change with variations in climatrc conditions and are functions of suhsurface soil conditions, and rainfaH. �A AFlr4LYS�� d�d� R�C�{VIMI�idD�iIONS 5,1 SOI� ��V�iV��fdi The subsurface exploration reaeaVed the presence of expansive clay soils, calcareous clay s�ils and marly clay soils. The clay soils will have a moderate to high shrinklswell potential depending upon the soiV moisture condition at the t�me of construction. Patential soil swell mo�ement calculations wera perfarmed using swell test results, pocket penetrometer readings, ancf maisture content tests to estimate th� swell potential of the soil. Potential soil swell movement based upon the current moisture conditkons and curr�nt grades hade been estimated ta range frflm 2 to 4 inches of aniicipated soil swell outside of tre� influenced w�... . ee ,4LLlAiVCE ��iECHRfiC�� RQU� V 6 � u" ��.ry RAGE 3 areas and �-� inches of anticipated soil swell within tree influenced areas. Therefore, differential soil swe11 movements on the order of 4+ ir�ches are present between tree influ�nced areas and non tree areas if existing trees are removed during canstruction or if existing trees sl�auld die after the pav�ment is canstr�acted. Plo4e 1: 1t should be notec� that if the clay soils are allowed to significantly dry p�'ior to pavement construction, that the potential sail swell upward movements could increase to over 6 inc�es. Wote 2: Differential mo�ements could be particularly farge in areas whsr� frees are removed or �r�es die due to moisture variatians between existing tree and nan-tree areas as mentianed above. l�ote 3: See Sectior� 6.3 for potential settlem�nts caused by existing trees that remain (ar are planted) near the roadways. It is imperative that al1 cracks and joints in the pavement be sealed and maintained by routine sealing in orcier io minimize differential pavement defilections caused by soil swelling. It is also imperative that positive drainage be provided along the pa�emer�t edges to prevent ponding near the curb lines. 5.� �PT'I�NA� SIT� 1V�ODII�IC/�YI�fV iQ R��UC� SOI� fU��V�IUi�iVTS As mentionetl above, upward pavement movements could occur at this site d�e to soil swelling. 1f this magnitude of pavement movement is not acc�ptable, site preparation wark should be performed '+n order to lawer the potential differential s�il swell movements to an acceptable level. if it is required for the differential soil swell m�vements for the propas�d new pavement to be reduced, excavation and mo9sture conditioning of the existing clay soils will be r�quired. Moisture conditioning can be accomplished by exca�ation and moisture conditioning af the in-situ soiis in compacted lifts. An Afliance Geotechnical Group Engineer should be contacted for sife pr�paration work recommendations in order to reduce the potential soil swell movements to acce}�table levels if it is desired to reduc� differential upward pavement movements. 5.3 P�OO�ROLLIN� AR4D 1�1�� l�AC��iV�Pli It is recommended that provisions be made kn the contract to provide for proofrolling in areas where the subgrade will suppori the new pavement. It is akso recommer�dec! that an item be incfudec! for removal and replacement of soft materials, which are identifieck by this �rocedure. ALLI{#iVC� G�Oi�CHiVIC/�� Ca�OU� urc�i��-i�� PAGE � Proofrolling can generally be accamplished using a heavy (25 ton ar greater total weight} pneumatic tired roller making several passes over the areas. The proofirolling operations should be performed under the direction of a qualified geotechnical eng�neer. Wh�re soft or compressible zones are encaUntered, these areas should be remo�ed to a firm subgrade. Any resulting void areas should be backfilfed to finish�d subgrade in 8 inch compac#ed li�ts as specified below. Af�er completion of proofrolling, the graund surface should then be scarified to a depfh of 8 inches and re�campacted to le�els sp�cified below. We recommend that fill soils be placed in 8 inch harizontal lifts. Fill materials should be placed in 8 ineh laose lifts and compacted to a minimum of 95 percent of the maximum density as cieterminet� by ASTM D 698. The clay soils should be compactied at optimum to �-3% of its optimum moisture content. The upp�r eigl�t (S) inches of subgrade soil should be compacted at -1% to +2% of optimum moisture to a minimum of 98% Standard Proctar density (ASTM D 698). 5,4 Su�� AF�i1on� The subsurface exploration revealed the presence af highly plast�c clay soils having a moderate #o higl� shrinklswell potent�al. These clay soils react with hycirated lime, which serves to improve their suppQrt value and pravide a firm, uniform subgrade benea�h the paving. It is anticipated that six (6) to e9ght (8) percent 1�ydrated lime by dry weight (36 to 48 paunds per square yard per 8-inch depth) would be required ta stabilize the existing clay subgrade, The actual lime requirement will depend upon the actual subgrade soils exposed at ftnal grade and shoufd be de��rmined at the time of constructian. Soluble sulfate testing (see Figure 8) resulted in sulfate levels ranging from 127 to 1,980 ppm. A risk of sulfate heave occurs when sulfate le�e�s are in excess of 3,000 ppm. If stabilization is performed, we recommend that adc4itianal soluble sulfate testing be per�ormad an the pa�em�nt subgrade once final grading of the pa�emer�t has be�n achieved to verify that that sulfate le�els are below 3,000 ppm. The lime should be tharoughly mixed and blended with the active subgrade soil (TxDOT Item 2fi0) and the mixture compacted �o a minimum of 95 percent of maximum dry density as determined in accordance with ASTM D698, with�n -2% to -�2°� of the soif's optimum moisture content. We r�commer�d that this lime stabilization extend 2 feet beyand exposed pavement edges, in order to reduce the effects of shrinkage during extended dry periods. �►LLIANC� GEQi��bNIC� CROU� "��-��o-�� AGE 5 After fina! grading has been achie�ed, depth checks and PI �erification checks should be perf�rmed ta verify that the specified depth of stabilization is pr�sent and that the PI has been reduced ta 15 or less. Sand should be specifically prohibited beneath pa�ement areas during final grading (after stabilization), since these mare porous soils can alfaw water inflow, resulting in �ea�e and strength lass af subgrade soiEs. It should be speci#ied that only lime-stabilized sail will be aVlowed for fine grading. After fine grading each area in preparation for paving, th� subgrade surface should be lightl� moistened, as needed, and recompacted to o�tain a tight non-yielc4ing subgrade. Project specifications should allow a curing period between inifial and final mixing of the limelsoil mixture, After initial mixing, the lime trea#ed subgrade should b� lightly rolled and maintained at or within 5 percentage points above the soil's optimum moisture content unt�l final mixing and compaction. We recnmmend a 3-day curing period for t}�ese sails. The follflwing gradation requirements are r�commended fior fhe stabilized materials prior to final compacfiion: M9nimum Passing 1 314" Sieve Minimum i'assing 314" Sie�e Minimum Passing No. 4 Sie�e Percent 1QQ 85 60 A1f non-slaking aggregates retained on the No. 4 sieve should b� remov�d prior to testing. The prepared subgrade shnuld be protected and moist cured or sealed with a bituminous material for a minimum of 7 days or until the pavement materials are placed. Pavement areas should be graded at all times to prevent ponding and infiltration of excessi�e moisture on ar ad�acent to the pavemer�t areas. Due to the presence of expansive clay soi{s, pa�ement movements should be anticipated. lnspectian during canstruction is particularly important to insure �ro�aer constructiart procedures are followed. �.� c�usH�� co+�c��-r� ��es� ��x ��s�) In lieu ofi lime stabilization, eight �8} inches of recycled crushed concrete base or crushed "Chico" stone base could be used. The flex base shaUld be compacted at aptimum to +2% above optimum to a minimum of 95% Modified Proctor density (ASTM D1557). The base Q J�f I f1 f1 A1�Li�iVC� C�BT�CHNiG,�L GR�U� �'6 �� """ �AGE 6 materials should comply with TxDOT item 2�7, Type D, Grade 1. We recommend that #he base materials extend at least two f�et beyond the pavement edges. After proafrolling, the upper eight (S) inches of pa�ement subgrade should be scarified and campacted prior to placing flexbase. Proofralling should be performed in accordance with Section 6.2 af this report. The upper 8 irtcl�es of pavement subgrade should be compac�ed to a minimum of 98% A5Tf111 D 698 at -1% to +2% af optimum moisture content. If a rain event occurs priar to placement of the fifexbase, the subgrade should be aerated and re- tested prior to flexbase piacement. 5.6 Ft�CO�ii�/�CT�� AV1�ftflG�i�i �U��I� ln lieu af perFarming subgrade stabilization andlor flex base placement, a thickened concrete pa�emeni section co�ld be used over a compact�d subgrade. After proofroliing, the upper S inches of subgrade soil should be compac#ed at -1 % to -�2% of optimum maisture to a minimum of 98°Io Standard Proctor d�ns9ty {ASTM D 698). Only on-site sail (comparable ta the underlying subgrade soil) should be used for fine grading the pavement areas. A�ter fine grading, the subgrade should again be watered if ne�ded and re- compacted in order io re-achieve the maisture and density levels discussed above and pra�ide a tight non-yiefding subgrade. Sand should nat be allow�d for use in fine grading th� pavement areas as discussed previously. The subgrade moisture content and density must be maintained untiV pa�ing is completed. The subgrade should be watered just prior to paving to assure concrete placement o�er a moist subgrade. If a rain e�ent o�curs prior to paving, the sut�grade should be aeraied and re-tested prior ta paving. 6.0 �/�V�IwF�Ni R�C�iVIi1��f�9�TIONS The required pavemen# s�ctian depends on the traffic �olume and the freguency ofi truck traffic. The fallawing design traffic data was provided to AGG and was used fior determination of the pavement thickness. Averag� Daily Traffic Percer�t Truck Traffic {�S Wheelers) Trucks CarslPickups Design Life Annual Traffic Growth Rate: 3,10a vehicles 1 day 1.0 percent 31 truckslday 3,069 carslday 20 Years Q.0 percent �� A��I�C� G�Oi�GF1�A,�IC�A� GROUr� ue��oo PAGE l The pavement s�ct9�n recammendations prorrided below in this repart ha�e been de�eloped based upan the above traffic information: 6.� P�.V�iV��R�i S�C710� ��COIV��I�IV�AiIpRlS The pavement section recammendations provided below were designed based upon AASHTO Guide �or Design nf Pavement Structures using VIIir�PASS 12 compu�er pragram. A summary of the inpufis are provided below: Goncr�te Pavement Design E 18's: Ini#ia1 Serviceability: Terminal Serviceability: Mociufus of Rupture: Elasticity Modulus: Effectiv� k-value: Reliability Level: Standard Deviation: Load Transfer J: Drainage Coefficient: 933,149 (20 Y�ars Design Life) 4,5 2.25 588 }�si (�4,40d psi conerete) 3,932,000 psi 250 psilin - �or flex hase 250 psilin - for lime treated base 50 psilin - for compacted subgrade 95% 0.39 3.2 no edge support 2.7 with ad�quate edge support 1.0 Table 1 presents the recommended pavernent sections for this praject: Td�� 9 o REC��Ii'Ni�'l1�D�� PAN�IVI�f�Vi S�C►lOP! �Of� �0 Y�AR ��SICF� Ll�� 0 11e�►r Des�g� l�ife 8 inches Portland Cement Concrete (�k,004 psi)�' S inches Lime Stabilized SubgradelCrushed Concrete Flex Base Or 9 inches Portland Cement Concrete {4,000 psi)* 8 inc�es Compacteci Subgrade *If a stiffened curb and gutter, turn down beams andlor extended pavement beyond the pavement strip are used far adequate pa�ement eclge support, th� concrete thicknesses recommended adove could be reduceci by 1 inch. The concrete should have a minimum 28 day compressive strength of 4,000 psi and a minimum 28 ciay flexural strength of 588 psi. Concrete quality will be important in order to produce the desired flexural strength and long terrn durability. We recommend that the cancrete have 5% entrained air plus or minus '[%. Tl�e concrete should be placed at a �,��lA[dC� G�OTECHNICAL �ROUP u��•�� PAGE 8 slump of A� inches plus ar minus 1 inch for hand pours ar�d a slump of 2 inches plus ar minus 1 inch for machine finish pours. Praper joint placement and design is critical �o p�vement performance. Load fransfer at aH joints anci maintenance of watertight joints shauld be provided. Control joints should be sawed as soon as possible after placing concrete and befare shrinkage cracks occur. All joints including saw�d joints should be properly cleaned and sealed as soon as possible to a�oid infiltration of water. Our previaus experience indicates that joint spacing on 12 to 15 foot centers have generaHy performed satisfactorily. It is our recommendation that the concrefe pa�ement be r�inforced with a minimum of No. 3 bars placed on chairs or� approximately 18—inch centers in each direction. 6.� �p,1,�Rl��Ni COR�SI��.IYAiIOiV� All joints and pav�ments should be inspected at regular intervals to ensure praper performance and to prevent crack propagation. The soils at the site are active and differential heave wifhin the pa�ing areas will occur. See Section 5.1 of this report. The service [ifie of paving may be reduced due ta water infiltrafiian into subgrade soils through heave induced cracks in the paving section. This will result in softening ar�d loss of strength of the subgrade sails. A regular maint�nance program �a seal paving cracks will help pro�ortg the seruice life of the paving. The life of the pavement can be incr�ased with proper drainage. Areas should be graded to prevent panding ad�acent to curbs or pavement edges. Gra�uVar backfill materials, which could hold water behind the curb, should not be permitted. Compacted clay soils sF�ould be �sed behinci the curb. Flat pavement grades should be avoided. 6,3 TR�� k�FEC�'S Medium to large mature trees are present in same areas afone the new pavement alignment. The roofs of mat�re trees absorb large amounts of maisture from the suppor�ing soils to depths of aver 15 feet. The lateral limits of tree raot influence extend at feast 5 feet beyond the unpruned drip line (and to much greater ciistances when the ground beneath the drip lines is paved andlor if multiple trees are pr�sent in the area which occurs at this site). Large differe�tial upward soil swell mavements should be anticipated where trees are removed for canstructian of the new pavement. At a minimum, cansideration should be given to performing over-excavation anci moisture conditioning wifihin these tree influenced � �,��IAiVC� ��OTECH�lIGAL CROUP �rs-i��-i�� AG� 9 areas in order to reduce the potential differential pa�emer�t ma�ements betwee� three influer�ced areas and non-tree areas. 5ee Section 5.1 and 5.2 of this repart. If moisture conditioning is io be performed for the existing tree influenced areas, we recomm�nd �hat a tree su�vey be performed prior ta removing the trees to assist identifying tree influenced areas during the reworkir�g and moisture conditioning. To reduce future settlemen� after ca�struction, raot barriers ancilor irrigateck tree v+�e1[s could b� considered for areas where trees are to remai� or if new trees are ta be planted. An arborist or landscape architecf sh4uld be contact�d regarding the required depth of tne ro�t barrier and irrigated tree wefls and whether or naf root barriers are a viable solution. Root barriers along curb lines m9ght require large roats to �e severed flf existing trees to remain. This might kill these existing trees. [f this occurred, large pa�ement hea�e would then occur as described abo�e (same as removing trees). If the barriers are effective in reducing soil suctian firom the root systems, large differeniial hea�e woulcf still accur as the soils regain lost moisture causing differentiaf hea�e due to soi� swelling. Du� to these concerns, raot barriers are prabably not a viable solutian at this time for existing trees ta remain, Roaf barriers andlor irrigated tree wells shauld be considered for new trees to be planted alang the raadway and for existing young trees. In our opinion, the most practical solution for where nearby existing trees are to remain is ta thicken th� pavement near the tree cavered areas. An additional 1 ta 2 inches af concrete (o�er the required design thickness) could be used near the existing irees to remain to pro�ide addi�ianal rigidity to reduce differential deflections caused by post construction shrinklswell movements. Additional steel reinforcement cauld !�e used to #urkher stiffen the pavement. Larger bars on a cioser spacing and two mats of steel should be considered. A Structurai Engineer should be cansul#ed regarding the most cost effec�ive reinforcement design far the thickened sectians. If fhe pa�ement is thickened and stiff�ned as described abave, differential deflections should be reduced. If differentiai settlements due to shrinkage caused by tree roots become objec#ianable, thesa areas could be mudjacked in the future as needed to I��el the pavement. 7.0 I�1�L[� SU��RVI510f� Field density ar�d maisture content determinatians shauld be made on each lift of fill wi�h a minimum of 1 test per fift per 100 linear feet for the new roadway and a minimum of 1 test AL�I�ef��E ��Bi�GF;IVI�A� GI�OU� ut1�e�� PAGE 1 O per fift per 150 linear feet for trench backfill. Supervision by the field technician and the pro�ect engineer is required. Some adjustments in the tiest frequencies may be required based upon the general fill ty�es and soil conditior�s at the time of #ill placement. Many problems can be avoided or s�lved in tf�e �eld if proper inspection and testing services are provided. It is recommended that all prao�rolling, sit� and subgrade preparation, and pa�ement constructian be manitored by a quafified engineering technician. Density tests should be pertormed to verify compaction and moisture cantent of any eart�work. Inspection should be performed prior to and during concrete placement operatEons. Alliance Geotechnical Group employs a graup of experienced, well-trained technicians for inspection and construction materials tesfing who would be pleased to assist you an this project. 8.0 LIAIIIiAiIOP�S The professional services, whicM ha�e been performed, the findings obtained, and the recammer�datians prepared were accomplished in accardance with currently accepted geotechnical engineering principles anc! practices. Th� possibifity always exists that the subsurface conditions at the site may vary somewhat from those encountered in the test borings. The number a�d spacing of test borings were choser� in such a manner as to decrease the passiL�ility flf undiscovered abnormalit9es, while considering the nature of loading, s9ze, and cost of the project. If there are any unusual conditions diffiering significantly fram th�se described herein, Alliance Geotechnical Group should be notified to review the effects on the performance o� the recommended fioundatian system. The recommendations given in this report were prepared exclusively far the use of client and their client and consul�ants. The informatian supplied herein is applicable anly fior the design of the pre�iously describ�d development #o be canstrucied af locafiions inc�icated at this site and should not be used for any other structures, locations, or for any other purpose. We will retain the samples acquired for this praject for a period of 30 days subsequent to the submittaf da#e p�inted on tY�e report. After tt�is period, tl�e samples will be discarded unless otherwise notified by the o�runer in writing. A�LIAIdC� ��OiFcGHi�ICA� CROU� DE'isd��3 PAG� '� 1 A��l,4NCl� GEO��CF�IVICAL G�tOU� DE1�o188 '�� Proj�ct No: �:- �� 9Ly�.1�1�� -�8s IP�ANI �� 1�1i+�� '��PI� P�o�os�� P��v� �i�u�� ve: - T C�{��1� — O�� o� �a�� ,� �T ��T r�o��by T�xas LOG O�' �Q€�ff�� -� Project: Old Denton �oad - I�t. Warth, iexas Date: 'Ia1�61201� Elev.: Location: Se� Figure 1 peptF� to water at completion of boring: �ry De�th to water when checked: was: Qepth to caving when checked: was: EVATION! SOIL SYMBOLS DEPT}i SAMPLERSYMBOLS DESCRIP�'ION feet & FIELa TEST QATA �° � 3" ASPHAL7 Brown CLAY, jainted, wl sand and iron nodules r / � I �.a -.^�-�� : �� '�� r j �� .�.� �T �� , � 95 17'.5 Project No,: ��18�988 lu1C LL PL PI -200 �D P.PEN UNCON Slraln % % % %a % pcE Isf ksi °/n --- -- --- - --- ---------- ----- ----- 4.5++ �p iDi 4.5 20 62 23 39 iO3 b.5* -wl sand and trace gravel below 2,5" 4.5 ---- ------ - ---- -- ----------- --- Yellowish brown calcareous CLAY wl calcareous silt inclusior�s and layers ta a.s Yellawish brown and light gray caicareous CLAY wl �1° cafcareous inclusions Boring terminated afi 10' 10 -�a.s++t-�--- 4.5++ 1 Nntes: FIGUR�.� Alliance Geotechnical Group, Inc. �o� �� o�i�� Project: Qld �enton Road n�t. Worth, �exas Date: 1Z1261�018 Ele�.: L.ocation: See �igure 1 Depth to water at completion of boring: �ry Depth to water when checked: ''��5� Depth to caving when checked: Wa�� ELEVATIONY SRiL SYMBOLS �EPTH SAMPiERSYMBOLS QESCRIPTIDN (eet 8 FIELD TEST �ATA ° Brown CLAY w! sand, graWel and asphalkic pieces (F1LL} Brown CLAY, jointed, wl sand and iron nodules 2.5 5 7.5 10 12.5 15 17.5 Light brown calcareous CLAY Yellowish brown CLAY, }ointed, wl numerous calcarevus inclusions Very hard tan weathered LIMESTONE, fractured, wl clay seams Boring terminated at 10' Project No.: D�1�o1�8 MC L4 PL PI -200 OI] P.PEN UNCON Streln y, � % °k % pcf Isf ksf % -- -- — -------- ---- -------�---- 29 50 21 29 a.5+ 2S 96 3.5 4.64 31 tfi 15 �— --- ---- ----- -- 65 24 49 100 3.75 za �� :� � Notes: �IGUR�:3 � Alliance Geotechnica! Group, Inc. �� .�� Project: Old �entan Road ��t. Worth, f exas Date: 1�12612018 �.lev.: Location: S�e �igure 1 Depth to water at completion of barir�g: I�ry Depth to water when checked: was: Depth to caving when checked: was: _EVATIONI SOIL SYMBOl.3 �EPTH SAMPLEi�5YMBDLS DESCRIPTlON feat & FIELD TEST DATA r o �� b CLAY wl fine to coarse sand � , I �� • �- � � � 15 47.5 Brown and dark rown and trace gravel (FILL.} -wl thin sand layer at 1' Srown CLAY, jofnted, wl trace sand Yellowish brown calcareous CLAY wl numerous calcareous inclusions -w13" very hard tan fimestone layer at 6' Project No.: D�18�788 MC LL PL PI -200 DD P.PEN UNCON Strain y� % g; y, � pcf tst ksf °k i5 55 20 36 ---- --- 3A `-- --- i 6 3.5 -- -- — - --- -- �4.5 23 A.5 23 66 24 42 104 d.0 Tan and lighk gray marlv CLAY, slickensided, blocky 25�5s�zo�sa Boring terminated at 10' a�s � 142 3.0 2.75 FtCyUR�;4 �fotes: Alliance Geatechnical Graup, Inc, �QC; 8� �ORif�� 4� Project: Old Den�nn Road � Ft. Worth, iexas Date: 7�1a6120'f� Elev.: Location: See �`igure 1 Depth to water at completion af boring: Dry Depth ta water when checked: was: Depth to caving when checked: was: .EVATIONf SOIL SYMBOLS �EPTH SAMPLERSYMBOLS D�SCRIPTION feet 8 FI�LD TE57 DATA �° �� Dark brown CLAY, jointed 5 7.5 ,o a2.� 16 17.5 Brawn CLAY, j�inted, wl trace sand, calcareous nodules and iron stains Project No.: D�18A18� MC LL PL PI -200 DQ P.PEN U.NGON Strain g� q, ga % q, pcf tsfi ksf % �28 56 20 38 ---- -- - 1,75 ---- ----- z.o 2A 61 22 39 101 2.75 -f---- - pq 101 3.0 3.25 24 2.75 2.75 21 - - - --- ------3.5 �--- -- Yellowish brown and light gray CLAY, jointed, wl trace sand, calcareo�s noduies and iron stains 'is° Yellowish brown and light gray calcareous CLAY wI '�" very hard weathered limestone seams Boring terminated at 10' � Notes: Alliance GeotechnicaV Group, Inc. 3A -�a- -- - - -- --- 4.25 ---- --- FICURL�:5 I � Symbol Degcriptioa Strata s o�� Agpha].tic � Paving � � �c�.al, i�ii� iii��i iiiii■ � CT�AY CLAY, Calcareous LIMESTO�TE, weathered Mar1y CLAY Soi1 Sasn lexs � RoCk Core � Thia walx Shelby Tube � standarcl Penetration �est � {Note�- THD Gone Penetra�ion Test �� Symbal Desoriptioti � Auger I1, E�ploratary boringa were drillad on dates indicated using �ruck � mouti�ed drilling equii�meri� • �2. Wa�er level observatior�s axe noted on haring log�. 3, lteaultis o� tests conducted on samp].es recovared are reported on the boririg ].oJs• Abbreviatiorfe used are: �L = 1i. uid �imit {%) DD = natural dry density ipcf} lasta.a limit (�? D�C = natural moi�sture canterit {�) PL = P IIncosi.= unconfined coxnpresaian It��) _�Da � perGen�ipa�siag�#200 p,pea,� hand pene�.rnmeter (tsf) $. Rock Coree REC =(Recovery) aum of core sample recovered divided by length of run, expre�sed se percent�ge. �t4D =(Rock Quality Designa�ion) svm of core samp�e recovery 4" or greater in length dividad �y the run, e�cpressed as peraentage. �1GURE: 6� Alliance Geotechnical Group, Inc. �� UNIT ATTERBUFtC� �N�SI7U FkIdAL °!o BOF�ING DEPTFi l.lMll'� LOA� V�1�I�i�T N1��STU�E fi�Ci49TUFt� V�RTIC�II. �p. {FEET �OSV��NT �ON��NT �� iNE�L {�� LI� Pk. PI � � � : � � � .. 103.0 100.2 1 �3.8 102.�4 62 23 39 65 24 41 6Fi 24 42 56 20 36 9 9.8 25.5 23.2 24.7 26.9 28.5 25.5 26.6 313 688 563 1,063 7.1 4.6 2.9 2.1 �ftO��Dl1R�: 1. Sample placed in confiining ring, design load (including averburden) applied, free water with surfactant made a�ailabl�, and sam�le allowed to sweVl completely. 2. Load removed ar�d final moisture content cletermined. �= �...�� "�`1�� ., oL� ��r��oN �os� �A��w�N�r �o�r wo�t�H, �'�xAs ��i��c� ��o��c��c�� Ro�� s� ��: 021a�12Q19 �i�u�,� � �� 1�� 1 ��1�1 �R�1 � ��'�� '��1� �� 41�i�1�� IfV`��I� �. F�1l��l�� .i�'� ��T' 1�'��'�i, T��4� /�l�V ��4�Rlr ��V�ICr.� �E,�'T�N��Ft �, �02� � ti .�� 4� . � , � �'.-- i r'�4 .. � � �; - - ��.� y5� �5� - ....- .t�!`J i. �' ��.�'�� - W �_.�'d� ��`i��"� �RFPAR�O FOR: ��r��r��RL, ��r�r�vs � ��+� PR�sFnrr�o sY: � �� I��HM�� Geotechnical Enginaering - Consiruciian Servi�es - Canslructian Materials Engineering Tesling 3228 Haltfax 5treei- �allas, TX 752A7 Ph. 972.444.8889 Flt. 972A44.8893 I � Y I � II�' � � �r - �i � Septem�er 8, 20�p Mr. Joe Bradiey, P.E. Schrickel, Roflins I PSG 255 N. Center Street, 5uite 24D Arlington, Texas 76011 Phone: (8�7) 649-�216 �-maEl: br�dle t��r�- sc.aa � � G�OTECHNICAL ENGIN�6RING • ENVIFiONIVfENTAL CQNSl1LTINCx • CONSTRUCTIDN MATERIAl.S ENGiN�£RING AND TE57WCa ' CONSTRUCTION {NSPECTION Re: Geotechnicallnvestigation Proposed N�vu Storm Qrain Lin�s & Retaining Wall N. RiversidE Dr9v� For� Warth, i�xas A�GG Project Na.: DE20-123 pear Mr. Bradley: Please find enclased aur repo�t summarizing the results af the geotechnical investigation performed at the abave referenced project. We trust the recommendatiQns derived fram this investigation wili provide you with the infarmation �ecessary ta complete y�ur proposed project successfully. For your future construction materials t�sting and related qua�ity control r�quirements, it is recommended that the work be performed by Atliance Geotechnical Group, Inc. in order to maintain continuity of inspection and testing services for the prajeci under the direction af the G��technical Praject Engineer. We thank you for tl�e opportunity to provide you with our proiessional services. If we can be of further ass[stance, please do not hesitate to c�ntact us. Sincerely, ALLIAPl�� EO��CFiNI�AL G ` _ � � .� Lagan Tucker, E.I.T. Staff Engineer � � p--�- �+s.ryu�wonr: �1O �/07�� r�r�� ti�� j r �r! J ��C� '" J . � ,- °.� ��{ 1ici� el D, Roland, p.�. !�� Vice President Dall.as • Fe. Worth •�r4s��i�° Dayton • Longview • Huntsville 3Z28 Halifax Strect • i�alias, 'Texas i5247 � Tel: 472-444-a889 • Fax: 972•44�}-8893 • www.aggengr.com `° °"`" i�,�LE 8� C�IV��PliS PAG E 1.0 INTRODUCTION ....................................................2 1,1 PRO.lECT DESCRIPTION ......................................................2 ...................... 1.2 PURPOSE AND SCOPE ...............................................................................2 2.0 FIEl..D INVESTIGATION ...........................................................................................2 3.0 LABORATORY TESTING ••••�•••••••••••••�"""""3 4.0 SITE AND SIJBSURFACE CONDITIONS ................................................................•4 �4.1 GENERAL S1TE CONDITIONS ....... ..............................................................4 4.2 GENERAL SUBSURFACE CON�ITIONS .....................................................G 4.3 GROUNDWATER CONDITIONS •••••�•••••••••••••••••••••-�•••••••••••�••••••4 ................... 4.4 SITE GEOLOGY ...........................................................................................4 5.a ANALYSES AND RECOMMENDATIONS ..........................••••••••••..-,••••••••.••.•••••••...•..5 5.� S�IL MOVEMENT ........................................................................................5 5.2 OPTI�NAL SITE MODIFICATION TO REDUCE SOIL MOVEMENTS ..........5 5.3 EXiST1NG FILL 501L5 ..................................................................................5 6.0 RETAINING WALL FOUNDATiON SYSTEMS ..............•••••..••••.••••••-•••••••�••�•�••••••�••••6 6.1 RETAINING WALL BACK�ILL ......................................................................8 6,2 SITE GRADING AND DF2�41NAGE .................................................................8 7.D UILITY LiNE CONSTRUCTION ••••••••••-••�•••••••••-•••••••�••�•--•••••••••••--""9 7.1 OPEN CUT �XCAVATIONS .........................................................................9 7.2 BRAC1NG15HORING .............................10 ..................................................... 7.3 C4NSTRUCTION CONSID�RATIONS ......................................................10 7.4 TRENCH BACKFILL ...................................................................................11 8.0 FIELD SUPERVISION AND DENSITY TESTING ....................••••.•••••.•••••••••••.•-••••••� � 8.0 LIMITATIONS ...........................................................�..................,..........................12 FICURES �IGLJR� PLANS OF BORINGS -------------------------------------------------�------_-_---1 �OGS OF BORWGS------�-------------------------------�---------�--------------------------____.__-2 thru 4 LEGEND - KEY TO LOG TERMS & SYMBOLS-----------------�-----------__�____________________---_ � SWELL TEST RESULTS -------�---------------�------------------------___---------�--------� RECOf11111MENDED SLOPE RATIOS FOR OPEN TRENCH CUTS------------------.___._______-�.--7 DESIGN OF TRENCH BRACING — LAT�RAL EARTH PRESSURE ----------------------_______ g �P�N�IX PREVi0U5 TEST BORINGS DRILLED BY AGG ..,,. ,�L�Ii�fdCG� ��T�CFiP.11Gpo� Ca�:OUP ��b�a � �� PAG£ 'I ��o��ca��c�►� i�u�s��Yio� ��o�o�� n��w sYo�� ►i� �i�� ,�i�� . ��s�� i�� i 1lVO�Tb, �'�XA� 1.0 IN�RODUC�IOIV 'i.i P��J�Ci ��SCRlPT10N AGG has pre�iously performed a geotechnical investigation (AGG Report No. DE18-188 dated April 29, 2019) for the proposed new roadway. 1t is understood that new st�rm drain lines wifl be installed along the alignm�nt with invert depths of 12 fe�t or less t�elaw existing grade. We understand that the proposed starrn drain lines wi1V be installed using open cut construction alang the entire al+gnment. It is further understood that a new retaining wall with a length of about 100 feet and with maximum wall heights o# 10 feet will be cons#ructed beyond the end of th� new culverk headwall and will cons9st of a concret� spread footing wall. Relatively filat grades (1.5% or iess) will be constructed beyond the tap and toe of the propased re#aining wa11. '�,� PU��05E AF+l6D SCOPE The purpases of this geotecl�nical in�estigation were to: 1) explore the subsurface conditions at ihe site, 2) evafuate the pertinent engineering praperties of the subsurface materials, 3) pravide foundation recommendations for the retaining wa11, 4} provide recommendations for open cut utility construction, and 5) pravicie comments and recommendativns for site �rading and drainage. This report was prepared jn general accardance with Alliance Geotechnical Graup's Proposal P20-�221 E-R1 dated May 14, 2020. �.0 �I�LD INV�SYIG/�ilOiV The field investigatian consisted of drilling a total of ihree (3} adcii#ional test borings (Borings B-5 thru B-7}. One (1) test boring was drilled within the vicinity of the propossd new storm drain lin� to a depth af 20 feet below existing grade. Two (2) test borings were drilled within the vicinity of the proposed retaining wall to depths of 25 feet b�low existing grades. The borings were laca#ed at the approximate lticatians shawn on the Plan of Borings (Figure 1}. The previously drifled test borings (Borings B-1 through B-�) drilled along the storm drain alignment will be utilized for this investigation. A copy af the pre�ious Plan of Borings and Logs af Borings are included in the Appendix. � AL�IA�4C� G�OT�C�NICAL CsROUP Farrnn �n�f F.�6iv- ■�v �AGE 2 A truck-mounted auger drill rig was used to advance these borings and ta obtain samples for laboratory evaluation. Undisturbed samples af conesive soils were obtained at intermittent intervals with standard, thin-walled, seamless tube samplers. These samples were extruded in the field, logged, sealed, and packaged ta protect them from disturbance and maintain their ir�-situ moisture conter�t during transpartation to our laboratory. The relative density af the averburden saiis encountered in the borings was evaluated by the Standard Panetration Test in canjunction with split spoon sampling. Tl�e Standard Penetration Tests inval�es dri�ing a standard 2 inch diam�ter sampler a tatal of eighteen inches and recording the blaw counts and dr9ving distances for each 6 inch or 50 bkow incremer�t. The first 6 inch drive is for seating purposes. The results of the Standard Penetration Tests ar� recarded at the respeciive testing depths on the Logs of Borings. The weathered rack encountered in Boring B-5 was evaluated by the Texas Department of Transportatian Penetrometer {TxDOT Cane) tests. Th� TxDOT Cone is driven with the resulting penetration in inches recarded for 104 blows. The results of the TxDOT Carte test are recorded ai the respective testing depths on the Lags of Borings. The results of the boring program are presented an the Logs ofi Borings, Figures 2 thru 4. A key to the descriptiv� terms and symbols us�d on the log is presented on Figure 5. 3.0 �Po�ORp►TORY i�STIIVC Laboratory tests were performed on represen�a#9ve samples of the soil to aid in ciassification of the soil materials. These tests included Atterberg limits tests, percent passing #200 sEeve, moisture content tests, and unit weight determinations. Hand penetrometer tests were performed an the clay soil samples to pro�ride ir�dications af khe swell pater�tial and the foundatiian bearing properties of the subsurface strata. Unconfined compression strengtl� testing was performed on selec�ed cohesive soil samples in order t� provided faundation bearing properties. The resuiis af these tests are presented on the Lngs of Borings (Figures 2 thru 4). To provide additional in�ormation about the sweA characteristics of thes� soils (af ti�eir in-situ moisture condit�ons), absorption sweA tests were performed on selected samples of the clay soils (see Figure 6). ). In addition, a selected soil sampie was air ciried prior to performing the swell t�sting in order to simulate the expansive potential of tY�e site clay soils when in dry conditions. �,LLIp►�lC� Cl�O��CHNICA� GROl1P ��n�� ` �AGE 3 4.0 51T� /�PlI] Sl]��LJR�AC� C�N�li1QP1S 4.'I CLP��A� S{T� COIVC�ITIONS The proj�ct consists of storm drain line impravements and constructing a retaining wall along N. Riverside Drive in Fort Worth, Texas. There are a few medium trees present adjacent to the raadway in some areas. There is an existing drainage ditch adjacent ta tl�e area of the proposad retaini�+g wa11. See Plan of Boring {Figure 1� for sife location, pro�osec� alignment and ae�ial �iew. 4.2 GEiV�R�� SIJ� aI�RF�4C� �Of�DlilOidS Subsurface canditions encountered in the borings, including descriptinns of th� various $trata and their depfihs and thickn�sses, are presented on the Boring Logs. Note that depth on ail laorings refers to the depfh from the existing grade or ground surFace present at ihe time of th� investigatian. Baur�daries between the �ariaus soil types are approximate. 4.3 C�ROUN��Af�� CO[�DI�I�NS The borings were advancad using continuous flight auger metYtods. AdWancement of the barings usi�g these meth�ds aflows �bservaiion af the initial zones af seepage. Groundwater was encountered wifhin Boring B-6 at a depth of 10 feet during drilling operations. Shallower grau�dwater le�els shoufd be antici�ated in aA areas if constructia� occurs after periods of rain. It is not possibVe to accurately predict the magnitude af subsurface water fluctuatinns that might occur based upon short-term abservations. The subsurface water conditions are subject to change vu�ith variations in climatic conditions ar�d are functions afi subsurface soil conditions, and rainfall. 4.4 sli� G�o��Y As shown on the Dallas Sheet of the Geologic Atlas of Texas, the site is located ir� an area underlain by the Graysan Marl & Main Street Limestane Forrr+ation. The Grayson MarV & Main Street Limestane Formation typicaHy cflnsists of very hard limestor�e, calcareous clay, marl and calcar�ous sYtale. Soils derived firom this formation are typically highly �lastic clays exhibiting a high shrir�klswell potentEal with variations in moisture content. Fl��ff1_A']4 A��1Ai�C� G�OiECf�WIC�1� GR�UP ��AGE � 5.0 ANALYS�S ►�R�b R��O1WI9dl�[�DI1il�iVS �.'� SQI� flfl01I��Ni Ths subsurface exploration re�ealed the presence of expansi�e clay soils o�er w�afhered limestone. Patential upward soil swell movements calculations far shaUaw retaining walls were performed using swe11 test results, �ocket penetrameter readings, and moisture c�ntent tests to estimate the swell potential of the soi1. Potential upward sail swell mo�ement values based upon the current soil moisture conditions and current grades have been estimated to tae on the order of 3 to 4 inches. In a dry candition, the potential upward soil swell movements could exceed 6+ fiches. �.2 OP�{ONA� S1TC fl�i�Dl�IGATIgP� i8 ��DUC1� SO�L fl1f81l1�I�fI�NTS As mentioned above, large differential upward movements af shallow retaining walis are likely to occur at this site due fo future si�rinklswell movements. If this magnitude af differential wall rnovements are not acc�ptable, site preparation work will ha�e to be �erfnrmed benea#h the retaining waHs in order to lower the patential differential movements to acceptable lev�ls. Ifi it is required for the differential sail swell movements for t�e proposed retaining wall ta be reduced, exca�ation and maistur� conditioning af tl�e existing c[ay soils wiil be required. Moisture conditioning can be accomplished by excauation and moisture conditioning of the in-situ sails in compact�d lifts. A� Alliar�ce Geotechnical Group Enginear should be contacted �or site preparation work recommendat9ons in arder to reduce the patential sail sw�H movements ta acceptable ievels if it is desired to reduce differential upward pavement mo�ements. �.3 �XISiINC �ILL aOIL a Existing fill soils were encountered within Borings B-6 and B-i. The existing fill soils extended to depths ranging from 4 to 6 feet belaw the �xisting ground. 1f the existing fifl soils were placed in an uncantralled manner withaut engineering sup�rvision and without maisture 1 compaction �erification of each fili lift, some settlement should be anticipated far slabs, pavem�nts, retaining walls and flatwork placed over existing uncontrall�d fiil soifs. Therefore the retaining walfs should not be faunded on existing fill soi{s. Where existing fil! sails are present at base of cut, either the retaining wall should be deepened below the existing fill soils and founded on stiff active cfay soils (as verified by AGG) or the existing fill soils should be remaved and replaced in thin campacted fifts as specified in this repart. i �� IANC� ��OTEC�P�ICR� (�RaUP a d.�.. . �AG� 5 6A RE�A1N{iVC L�r4�� Ol1R4D�►iION SYSi�MS lt is understood that a new retaining wall will be constructed along N. Riverside Drive. The praposed retaining wall will ha�e a maximum heights at 9d feet and wiH have a length of about 140 feet. We ur�cierstand that relatively flat grades (1.5%) will occur beyand the top of the cut wall and that grad�s beyond the toe of the cut wall will typically be 9.0% or fiatter. Refaining wa11s supporied by shalbw footings at this site could I�e subject to large differential soil swell upward mo�ements. S�e Section 5.1 of this repork. Cracking of concrete retaining walls (supported by shallow footings) will occur due to differ�ntial soil movements. The retaining waAs couid be supported by cased straight shaft piers founded in unweathered rock in conjunction with void spaces beneatn the reta9ning walls if it is desir�d to minimize wail movements. Additional de�per test borings would be required along the retaining wall alignment in order to penetrate at least 10 feet into unweathered rack in order to provide cased straight shaft pier reco�nmendations. !f the retaining wa1Vs car� be designed to acc�mmodate large differential shrinklswell movements, shallaw fioating systems could be used to support the retaining walls as long as existing fill soils are over-exca�ated and recompacted or the retain9ng walls are deepened and founded on stiff native clay soils. The retaining wall foatings shauld be founded on stiff to hard native clay soils. Where existing fiH soils are pres�nt at base of footing, the existing fiiH soils should be over-excavated until stifF to hard nafural clay soils are er�countered and then backfilled �rith onsite clay sails in S inch lifts as verified by AGG, The backfill should be compacted to a minimum of 98 percent of ASTM 0 fi98 at -1 % to +2% of its nptimum moisture content. The over-excavatian of existing fill soils and replacement with on-site clay soils should extend at least 5 feet or 1 D beyond the edges of the retaining wall faotings, whichever is greater (where D is the requi�ed depth of over-exca�atian}. �o�e �; The base of fh� footings shauld be inspected by a qualifi�d Geotechnical Eng9neer �o ��rify that alf existing fill soils have been removed prior to filling. N��e �; The base of tY�e footings should be probed ar�d DCP tested by AGG ta �erify the allawable bearing values. A�ofie 3: In arder to reduce cracicing of concrete walls (supported by shallow foatings), closely spaced full height joints should be pravided along the rrvalls. r��n_� �� ALLI�►hlC� GI�O��C1if�1Cd� C�OIJP tl�PAGE 6 The retaining waH foo#ings should be founded on stiff to hard native clay soils andlor reworked and compacted filV soils as verified by a qualified Geotechnical Engineer. The faot9ngs should be founded a minimum af 2 feet below final adjacent Iawer grades. We recommend that the foVlowing parameters be used for design of the faotings: Allowable Bearing Capacity Z,000 psf Llltima#e Fricii4n Factor for Sliding Resistance: 0.3 (Appropriate FOS should be used) This assumes the foundation subgrade befow the v�aVl footing is battered back (downward away fram wall face) along a 5°/a slope. Additional passive resistance could be c�nsidered for a key extending below the bottom of a cancrete footing as foHows. Allowable Passive Resistance of Key below footing ifi required for sfiding resistance 100 psf per fnot of key depth below bottom of footing (lir�e�rly increasir�g with depth), 1Vofie 1: In order to minimize long term wall creep caused by sliding, and acl�ieve the friction factor indicated abave, the excavation for the wall footing must be battered back along a 2Q{H):1(V) slope (slop9ng in a downward direciion away from the wall face}. Excavations that slope downward taward the wall face will ailow horizontal sliding (creep) movements. �o�Q 2; The cor�creie footing should be constructed �rvithin a neat verkical cut. �orming of the foating shauld not b� a{Iowed. �lafe 3: Any existing or proposed utility trench backfill located within the bearing influence of the retain+�►g wall footing (approximated by 1 H:1 V slop� �xtending downward from �dga of footings} should be tested to verify a compactian le�el of at least 98% ASTM D698. P�ofe 4: Adequate erosio� contral measures should be used beyand the toe of the proposed reta�ning walls in order to pre�ent the retaining walls from being undermined. �o�� ; See Section 6.1 af this repork for retaining waVl bac�Cfilling requirements. f�ote 6: Differential retaining wall movements should be anticipated due to post- construct9on upward s�if swell movements (see Section 5.1 af this re�or�). Ciosely spaced vertical crack control jants shaufd be used aiong ihe fuH height of all concrete walls to cantrok. cracking associaied with differential foundafion mov�ments. �yp�e �; See Section 10.4 in r�gards to tree effects. ��2[10123 ALLI/�R�CL C��i�CHR1ICA� CROUP �AGE � 6.1 ��i�IP�IWC 1MALL �ACK�I�L The retaining wall shauld be backfilled with low PI select fill in compacted I'ifts within a 45 degree wedge extending 2#eet beyond the retaining wall and then upward from the base o� the wall to the graund surFace. The backfill material should consist of low PI select #il1 having a liquick limit of 35 or less and a Pf of 5 to 14. The backfil! mater9al should be compacted in S inch maximum lifts hefween 95 and 100 percent of tk�e maximum density as determined by ASTM D698 between -2% and +2% of the soil's optimum moisture content. Backfill placed within 5 fe�t af ihe walls should be hand compacted. Over-compaction shouid not be allowed. The select fill should be henched inta the existing embankment and compactsd in maximum S inch horizontal benched lifts. It is imperati�e that the interface beiw�en the existing embankment soils and the select fiill soils be adequately compacted in horizontal benched lifts along the �nterface to eiiminate any loase seam transmissive to water migration. We recommend that a 12 inch clay cap compacted at optimum to +3% above optimum to a minimum of 95% �f ASTM D698 be placed over the Vaw PI select fill backfill. A minimum of 12 inches of free draining gra�el ar clean crush�d sione should be placed adjacent to the wall ta provide drainaga of the back#iA. A free-draining geotextile fabric should be used at the interFace of th� free draining stone anci select fiill. In add'ftion, weep holes or a�erimeter drain instaHed at the base of the wall should be pro�ided to minimize hydrostatic pressures if the wails are to be designed far drained conditians. If drained sefect fiVl is used as specified above, the wa11 may be designed far a drained acti�e earth Qressure of 45 pcf equivalent fluid pressure. If the walls ar� to be designed fior at-rest pressures, drained at-rest earth pressures would be 65 pcf equivalent fluid pressure. Any surcharge Vaad ar fi�e load (including any sloped embankment above the s�fect bac�Cfill limits) should als� be included during design. An earth pressure caefficient may be assumed to be 0.5� for determinati�n of lateral soil press�res resufting fram surcharge loads. 6.2 Sli� GR��{�!C AND DR�IidA�� All grading should pro�ide positive drainage away from the proposed retaining waA and should prevent water �rom callecting or discharging near the retaining wal1. Water must not be permitted to pond adjacent to or near the retaini�g wa11 during ar after construction. Otherwise, differential upward soil swefl mov�ments will be exacerbated. �,��_�, �� i�LIA{VCF ��OT��bIdIC�►L CR�UP �,..o�AGE � �.o u��i�r �in�� c��s��ucl��o� 1.1 OPEN CUY �XCA1�Ail8RlS The project consists af installing new storm drain utility lines along North Riverside Drive in Fort Worth, Texas. 1t is unders#ood that open cut trench excavations wiH be performed for the storm drain line along the entire alignment. 1t is understood that the praposed utility Nnes wi11 ha�e invert depths of 12 feet or less below existing grades alar►g the alignment. As indicated on the Logs of Borings, subsurface canclitions will vary along the alignment. Subsurface conditions w9lf vary and wili inciude fill sails, granufar sals, c1ay, and ca�careous clay to �ery hard unweathered limestone layers. ShaAow groundwater shauld be anticipated in all area after rain e�ents. Sloughing af the fiil soifs and granular soils will occur. The clay soils are �ointed and iissured. The calcareous clay soils are friable. Therefore, sloughing shauld be anticipated during fhe excavatian and irtstalfation operations. For excavations to any depth at this site, it wiN be necessary to employ either sloped excavations or temporary bracing in accordance with �SHA regulations. General guidelines for design ar� discussed in th� following sections. See Section 7.3 regarding Canstruction Considerations. Recammended slope ratios for fhe respecti�e soil conditions are presented graphically on Figure 7. Trench excavations encountering submerged soils fram wh+ch water is seeping shauld b� cut back along flatter slopes as indicated an Figure 7. Trench excavations to any depths at this site should be cut back in accardance with OSHA regulations. It should i�e recognized that firee standing slapes will be less stable when influenced by groundwater or saturated by rain. Additianally, layers of ca�ing fiH soils will be encountered during excavation operatians. As a result, the soils that will be exposed within the tr�nch excavations wil) be very unstable even for cuts which remain open for short durations. Surcharge [oads, such as those resulting from exca�ation spail, or equipment, should be placed no closer than fi�e (5) feet from the crest of the slope and in accordance with OSHA regulations. Vehicle traffic should be mainta�ned at least fi�e feet from the edge of the crest. Excavation may encounter r�an-compact fil! soils placed during pre�ious canstruction ofi underground utilities. If encountered, these fill soils shauld be sheeted, shored, and braced, or laid bacic on slopes no steeper than 1.5(H): 1(V) short term {less than 8 hours) and no fl�7hoh 93 AL,�IfAI�� C�O'iECC�IVI��4L GRpIIP �AGE 9 steeper than 2(H): 1(V) long term (over 8 hnurs). The contractar will need to take measures to avaid undermining and damaging the exisfiing underground utilities. �.� ��.GItdCISb��IP�C Where site limitatians require excavations to hav� vertical sid� wa11s, an internal bracing system wilf be necessary. Bracing may consist a� timber ar steel shoring or manufactured stee! trench braces. The lateral pressure distribution to be used in the design of excauation bracing may be determined as presented on Figure 8. It should be recognized that pressures are not included from hydrostatic pressures, surcharge loads, or traffic live loads at excavation side wa11s, dynamic loads, and vibraiian, which if present, must be included in bracing design. The excavation support system should be designed by a shoring specialist. 7.3 C�NSiRUCilOhl GOfVSIDE�iIONS Groundwater was encountered within Boring B-fi at a depth of 10 feet during the drilAng operations. It should �e anticipated tl�at groundwater cauld be �ncountered several feet abave the inver� depths d�ring wet weather periods and after periods of heavy rain. A system of ditches, sumps, deep w�lls andlor dual staged well points, and pumping wiH be required to pro�ide groundwater control. The desi�n of the actual dewatering system required is the contractor`s responsibility. This includes �he control of tail-water flow thraugn previous backfiiHed sections andlor existing adjacent utility trenches. Prior to excavation, the afignment shoulcf be dewatered whereby the graundwater le�ek is lowered to a�n elevation af at least 5 feet below #ne deepest required exca�ation. Con#irmation of adequate dewatering along tl�e alignment sfi�ould be verified prior to beginning excar�ation. The foflowing guidelines are presented to aid in the development of the exca�ation plans: o Surface areas behind the crest of th� exca�ations should be graded so that surface water does nat pond within 15 feet of the crest, nor drain into the exca�ation. . Heavy material stockpiles should nat be placed near tne crest of slapes per OSHA requiremen�s. Similarly, heavy construction �quipment should not pass over or be parked within 5 f�et of the crest. � The crest af slapes should be cantinually monitored far e�idence af mavement ar potential problems. Freestanding slopes will become less stable when influenced by groundwater or saturation by rain. � Identify ather sources that might afFect trench stability. A��i��c� ��o�r�ca�ic,�� ou� ��Zo-1a� F�AGE 10 � Identify underground utilities p�rior to the start af excavation. � lnspect trench exca�ations prior to the start of each work shift by qualified. � ContinuousVy monitar trench exca�ations by qualified personnel during canstruction. � Immediately inspect trench excavations fiollowing a rain event or otl�er water intrusion by qualified personnel. � lnspect trench excavaiions by qualified personnel when changing soil conditions are encountered or aiter any occurrence that cauld ha�e affected tr�nch stabifity. o Test and mo�itor for atmospheric hazards {i.e. low oxygen level5, hazardous fumes, toxic gases) within trench excavatians. i.4 iR�PlCH �ACI4F�ILL The exca�ated sails can be used for trench backfill. The backfi[i should be placed in thin compacted lifts as specified belaw. Th� fill materials should be free of surficial vegetation ar debris. Clay should be placed in 8 inch horizar�tal laose lifts and compacted ta at least 95% of ASTM D�98 at optimum to }3% abo�e optimum moisture. For fill depths belo►n+ 10 feet or where it is desired to reduce post-construction settlements, the compacfion level should be increased to a minimum of 98% ASTM D698, at -1 % to �2% of optimum moisture. Note �: If fhe trenc� backfiU soils are plac�d and compacted in accardance with the above recommendations, settlement 1 consolidation is estimated to be on the order of �.0 percent of the fill height. Nofe 2: Differ�ntial pavement movem�nts sf�ould be aniicipated between utility trench bacicfill areas and pa�ed areas beyond the limits of the utility #renches. Tn� utility trenc� backfiiA will be subject to settlements (see Nate 1 above). Note 3: The upper 8 inches of utility trench back�ill beneath the pavement seciion (eoncrete and flex base) should be compacted to a minimum of 98% ofi ASTM D698 at -1% to +2% of optimum. S.0 �l€L� SU��RV1SlOP! �iV� D�N�ITY ��YINC Field density and moisture cantent determinations shouid be made on each li#t of fill with a minimum of one t�st per lift for every 100 linear feet roadway fifl. This inclucles general roadway fill and utility backfill. Su�ervision by the field technician and the pro�ect engineer is n��A_�7� /��LIANCE ��7�CbNICAL CROU� � Pa�� 1 '9 recommended. 5ome adjustments in the test frequ�ncies may be required based upon the general �i11 types and soil conditions at the time of fiil placement. Many problems can be avoided or salved in the field if prop�r inspection and testing s�rvices are pro�ided. It is recamm�nded that drilled pier construction, proofrolling, site preparation, subgrade stabilization, bridge canstruction, re#aining wall cons#ruction and pa�ement construcfion be monifored by a qualified engi�eer�ng technician. Density tests should be performed to verify compaction and moisfure content of any earkhwork. Inspeciion shoUld be performed before and durir�g concrete placement operations. Alliance Geotechnical Group employs a group of experienced, well-trained technicians for inspection and construction materials testing who would be pleased to assist you on this project. 9.0 �If�IITp►TIONS The professionaf services, which have been performed, the findings obtained, and the recommendations prepared were accomplished in accordance with currently aecepted geo#echnicaV engineering principles and practices. The �assibil+ty always exists that th� subsurtace canditions at the site may vary somewhat from those encotantered in the test borings. The number ar�d spacing of test borings were chosen in such a manner as to decrease the possibility af undiscovered abnormalities, while considering the nature of loading, size, and cosf of the project. 1f there are any u+�usual conditions differing significantly from those described herein, Afliance Geot�chr�ical Graup should be natifi�d to review fhe effects on the performance of the recammended foundation system. The recommendatiflns given in this r�port were prepared exclusively for the use o� client, their client, and their cansul�ants. The information supplied herein is applicable only for the design of the previously described development tv be constructed at locations indicated at this site and shauld nat be used for any other structures, locatians, or fior any other purpose. We wilf retain the samples acquir�d for this project fior a period af 3D days subsequent to fihe su�mittal date printed on the report. After this period, the samples will be discarded unless otherwise notified by the owner in writing. ALl�IpaP.�C� GEBiFCHPlI�/�e� CaE�OUP D��Oo�23 PAGE 'i 2 n��n � �� Fa66�F�iV�6 V��.��r�IVl�if16 17R�Vr .....eb.. . _ PAGE 13 ^�1+' � �� . N � ��'. � . . i S �rojec# No: f�L��Pllii�� p��0o1�3 �� Q�7� � ��,�� N. RIVERSIC3E DRIVE �Igure NO: � �� __ �ROPOS�D STORIVI �RAfN �e FZ�TAININCy l�ALL � FORi �0�2iF�, ��XAS �OC �� RIIV� �� Project: N. Riverside Drive � Ft. Worth, Texas Date; 0�I2712420 Elev.: L.ocation: See Figure 1 Depth to water at completion of boring: Dry Depth to water when checked: was: Depth to caving when checked: '"ra$' .EVATION! SOIL SYMBOLS �EPTN SAMPLER5YM60L5 DESCRIPTION feel & FIEi� TEST �ATA �° � Dark brown CLAY, �ointed, fissured, wl limestone fragments 10 as za 25 36 35 '6" ,g. us° �ra„ zrs• 8I6" $!&" 415" i0l0.75" � i0!°.2�� - Very hard tan weathered LIMESTONE, fractured, wl clay seams 5o�o.so° soro-.zs�� Project Na.: ��20-1�3 pAC l.L PL PI -2�0 DD P.PEN 11NGON Sfiraln o/a a/ %% % pcf tsf ksf % --- -- ---------- --- -19 -- --- - 4.5++ 4.5++ i�l 4.5++ 4.5++ � -- -- --- ---- ---- ----- --- Tan calcareous CLAY, friable, wl �ery hard weathered 14 limestone layers 22 Boring terminated at 20 feet 13 �38�'i4{22 �i�u�t�:x Notes: — Alliance Geotechnical Group, Inc. — �� o� �o��c �os Project: N. Rirrerside �ri�e - Ft. Worth, iexas Project No.: ��2009�3 Date: �712YIa0�0 Elev.� Location: 5ee �igure 1 pepth to water at cornplefion of boring: Molst Depth fo wafer when checked: at end of day was: 23.i feet Depth to caving when ehecked: at end of day was: 24.1 feet ELEVATIONI SRIL SYiuf60L5 MC LL PL PI -200 p� P.PEN UIVCON Slraln �EPTFi SRMPLERSYMBOLS DESCRIPTION %%%°Ia °h pcf 15f ksf °h feet & F1ELQ TEST dATR ° a 6" ASPHALT and 6" BASE � 9�.b- q.��V.'d ___ - '" --__ __._-- "____ __ -- - 3,0 nark brown and kan CLAY, wl crushed stone and sand lenses (FILL} zz �� 3.25 5 1p 3I6` 516" 15 7!6" � zo s - 25 30 35 Notes: I I Dark brown CLAY, �oinied, fissured, w! calcareous nodules and iron nodules Brown CLAY, jo�nted, fissured, wl calcareous nadules and gra�el -Water see a e at 10 feet Reddish brown CLAY, jointed, fissured 24 2$ 57 24 iti1 2,0 3.2 4.1 ---- -- �2.5 --- --- 165 2.75 4.4 9.9 �.�3 57 4A ' --- --- 54 23 Reddish brown and gray marlv CLAY, blocky, jointed, � wl gypsurn crystaks 2.75 a.s++ Boring terminated at 25 fee# Alliance Geotechnical Group, 1nc. Fi�u��:�, � �o� o� �o�� Project: W. Riverside Drive � Ft. Worth, �'exas Date: Oi1�7120�0 E1ev.: Lacation: See Figure 1 Depth ta water at completion of boring: �ry Depth to water when checked: was: Depth tv ca�ing when checked: was: _EVATiOidf SafL SYMBOLS oePrH SACJIPLERSYM60LS �ESCRIPYION feet & FIELD TEST �ATA ° =a• �°�p f 6" ASPHAL7 and 12" BASE ,�, a .�,d p.•a:�v 6t. 'd: v�4 e..: Dar�c brown and tan CLAY, wl gra�el (FILL} 5 ,o i5 park brown CLAY, jointed, fisured, wl calcareous nodules Light gray and tan CLAY, jointed, fissured, wl calcareaus nodules and iron nodules Froject No.: 9E20�1�3 MC LL PL PI -20� Dp P.PflN UNCOEJ Siraln % � °h � % pc! ief k5E % s.a --- -- ----------- -3.0 ---` �--- � sa a.o 3.0 -2y -- -- - ---- 145 3.25 4.2 7.4 3.0 3.6 2B 85 98 2.5 4.2 6:i _- _- -- -- ---- --__ _3..0- ----- - i9 55 19 38 f11 3.25 Reddish brown and gray marl C1..AY, biocky, jointed, {�6 w1 gypsum crystals I 4.0 z� I sa I z� I aa l { aas � a.5+ zo A,5+ 25 3U 35 j iVotes: � Baring terminated at 25 feet Alliance Geotechnical Graup, Inc. FIGLIR�:41 Symbol. Description Strata s ole � CLAY �� w� i �rii� :�:� ��w.■ �9 CLAY, Ca7.careou� LIMESTONE, weathered CONCRETE Mariy CLAY Misa. s bols �- Water table whem checked � Depth to caving Soil 3amAlers � Thin Wall Shelby Tube �Notes: �c�v �a �� Y�� s Symbol Deacription � Standard Penetx�a�ioa 'Test � Auger � THD Cone Penetration Teat � Rack Core I1. ExpXoratiory borings wez�e drilled on datea indicated usa.ng truck � mour�ted drilliag equipment. �2. Water lavel obgervations ax�e noted on boring l.ogs. 3, Resul.ts of tests aonducted on �a7mples recovered are reportied an the boxing ].ogs• Abbrevistians used are: DD = natuza�. dry density {paf) LL � 13.quid limit (%) MC = naturaZ moisture content (�) PL = plastic limi� i%) Uncan.= ur�canfi.ned compresaion (tsf) PZ = plasticity index P.Pen.= hand pene�rometer (tsf) -200 = peraent passing #�00 �4 , RoC1K Coxes RPC =(Recovery') aum of aora sample arecovered divicied i�y leng�h of ruri, expreased as peraentage. RQD =(Rock Quality Designation) sum of aore saa,npLa reaovery 4�� or greater ix� leagth divided by the run, expre�sed as percex�tage . FIGUR�: A1liance Geotechnical Group, Inc. �� ATT�R�I�RC� 4f UN17 lN-r-.x`yTEI ��J�$A� �0�4D ra ��R4N� �EPT1� y�El�HT �IiVilTS M��gTUR� i�!!OI*�TLkRE �f ►fE�tTI�AL ��. ��`) i�^�? �� r �i �o��tT�rr�r ca�r��r��T ��" � sw��. B-7 9-10 110.7 * B_7 9-10 12Q.1 �` B-7 19-20 109.2 55 'I 9 36 19. � 5� 19 36 16.0* 64 21 �43 20.7 20.6 188 9 .6 2Q.7 188 5.6* 23.6 1,438 2.9 '� The sample was allowed to air dry prior to performing the sweA test in order to simulate dry soil conditions. �ROC��UR�: 1. The sub�ect sample is placed in a confined ring. Then, the design load (including overburdenj is applied to the sample. 2. The confined ring with the sample is then submerged with free water with surfactant and allowed to swell completely. 3. Once the swell movement stabilixed, the design load was removed and �he sam�le was retrieved for final moisture content determination. � P1LLl�''1�� iE�iI��L �� . ��v��s,�� I�ORY W�RTi�, i�XAS /��LI�NC� G�Bi�CHA6ICAL GROUP ��2po1�3 Date: Q�1�012A20 �IGUR�: 6 ��o�i��n�� s��P� �,��o� {�� xc��T��s o� �a �� ss i� o��u�� s�i�� I'1'ar+rt 4on� Ye� � � � 8 hr�u ,1 V(c;rer B ri�ur, osHa �0�1L I Rt'��=K Tr�C C Existing fill materials, granular soils and soft clay soils (hand penetrameter of 0.5 to 0.9 tsf) C Submerged soils andlar fractured rock (weatrered limestone) from which waier is seep�ng * B Stiff to hard c1ay, calcareous clay,marly clay and tan weathered limestone, (water seepage not occurring)** � H V H 11 9 -'/2 1 2 1 1-'!x 1 2 1 1 � 1 « 1 � 1 '` !n accordance with fhe best interpretation of 05HA regulations, submerged soil is defined as water bearing granular sails, fissured clay soils, from which grounciwater is seeping. ** I# Type C materials are encountered below Type B materials, fhe overlying Ty�e B sails should be sloped back in accordanc� with requirements for Type C materials. NOTE: Recommer�d�ci slope ratios may be subject to reduced stability under the influence of groundwat�r nr saturatian by rain. Recommended sfope ratios are designed for safety oNy of temporary exca�ations and are not designed to }ar�vent limited sloughing during construction. R,1. �IVERSfDE DRIVE �� ' ALLIRlYC� �ORT {IIIORTH, ��X/AS SL�� RATIB� ��o��crinic�� G��UP � DATE: Sepkemher 3, 2020 PRdSEC7 NQ: DE20-123 �i�ure 7 �AiER/�� AAvI�T�I �Ftl��UI��S �OR IN��[�A��Y �12�C�� XCAl�Ai{�Rl� ►Y,�_..�� c....a,._� ��(Ci �� Sh=1�g H WHERE: Sh = J= H= k� Lateral Earth Pressure, psf. Sa#urated Unit Weight of Soi1 Use 130 pcf — Overburden Soi1s Height of Excavatian, ft. Earth Pressure Coefficieni; Use 0.40 for fill soiis. Use 0.35 for clay, calcareous clay, marly clay and limestone. N�TES: 1) If water is not aflowed to drain from behind shoring or bracing, full hydrostatic pressure must be considered. 2) 5urcharge laads and trafFic live laads, if present, must als� be cansidered. �A�LIAI'lC� G ��o��crinic�� GIROUF' �. RIVERSIDE 9RIVE �ORT lMORTH , �£XAS �ATE: September 3, 2020 LA��R�L EAR�b �RESSI�R�S PROJEC7 H0: �E20-123 �igu�� ' ir ! - I I, i -�, i'' �GG Repor� [V�. ��'� ��1 �� I�r� �f ��rings & �o�ing �v�� AL�LIANCI� C��CHIVIC�►L ��11�, IRlG. �-- � � � � ,�- R� � ,t �r ' �,4i � � r � '�� I � Project Nu: — =f��Ll�� s��8� P��11�1 �� O�tti�l� ��7��I�L P�a�os�� F��v� ��v�n�� i�u�� o: - �C�.BP - - - o�� n��oN Ro� ,� FORT 16il�FtiH, '��7CAoS LOG �F �O�li�� 9 Project: Old Denton Road 6�t. Worth, �exas Date: 1�1�612018 Elev.: Location: See Figure 1 pepth to water at completian of baring: Dry Depth to water when chec�Ced: was: [Jepth to ca�ing when checked: was: EUATIDNI SOIL SYMBOLS ��pTH SAMPLERSYMBOLS D�SCRIPTION feetj 8 FIELp TEST DATA �° � 3" ASPHALT � Srown CLAY, jointed, wl sand and iron nodules z.s t�rs^ tars° � zots^ ,us° 1516" 19l6" 7.5 22l6" 2416" 47I6" 10 -12.5 15 17,5 Notes: Praject No.: 9�18=788 MG LL PL PI -20� pD P.PEN UNCOhk Sirain °h °fo "/o °/a % pcf isf kst °!o -- -- -- - ---- ----------------------- 4.5++ 2� 10i 4.5 FO 6F 23 39 103 4.5* wl sand and trace gra�el below 2.5 4.8 Yellowish brown calcareous CLAY wI calcareous silt inclusions and layers +4 a.6 Yellowish brown and light gray calcareaus CLAY wl calcareous inclusions a.-s++-�------�-- �a Boring terminated at 10' Alliance Geotechnical GroUp, Inc. 4,5++ F1CUR�:� � �� 1�� o� Qraject: Old �enton Road � �t. Warfh, �exas Date: 1�1�612Oi8 E1ev.: Location. See �igure 1 Depth to water at completion of baring: �ry Depth to water when checked: w�� Depth to caving when checked: W�S� ELEVAT3DN! SOI� SYMBOLS DEPTH SAMPLERSYMBOLS DESCRIPTION leet 8 FIELD 7EST pATA r 0 i i �� 2.5 �.� ,o t z.s 15 17.b Brown CLA wl sand, gravel and asphaltic pieces (FI�.I,) Brown CLAY, jointed, wl sand and iron nodulas Light brown calcareous CLAY Yellowish brown CLAY, jointed, wl numerous calcareous inclusions Project No.: ��18018� MC LL PL PI -200 O� P.PEN UNCON Strafn °!o % °!o °In °!a pcf tsf ksf °/ __ ___-- ---- --- �— --- --- 29 50 21 29 4.5+ ---- -- ----- ---- --- ---- --- -- — 2.75 Z5 9fl 3.5 q,�+ t1 3i 16 15 --- -- - ---- --- ---- 28 85 29 41 100 3.75 2a Very hard tan weathered LIMESTONE, fractured, wl '6 clay seams Baring terminated at 1fl' 1 IVotes: FIGUR�:3 � Alliance Geotechn�cal Group, Inc. LO� �1� ��RIN� �-�3 Project: Old �enton Road o Ft. Worth, iexas Date; 1 212 6120 1 8 Eie�.: Location: See Figure 1 Depth to water at completion of baring: �ry Depth to water when checked: was; Depth �o ca�ing when checked: was: Brawn and dark brown CLAY wl ine o coarse san and trac� gravel (FILL) -wl thin sand layer at 1' 'B 3.� -- -- -- - --- -- ----------- ---- Brown CLAY, jointed, wl trace sand ��5 23 4.5 �LEVATIQN! SOIL SYMBOLS MC LL PL PI -260 0o P.PEN UNCON Strein ❑�PTH SAMPLERSYMBOLS DESCRIPTION /, %°!0 9'0 % pcf tsf ksf °� (eet ffi FIEL� TEST �ATA __--_ --- ---- ---- ---- � p �� fi t d 75 55 20 35 3.0 2.5 5 7.5 10 12,5 15 17:5 Project Nd.: ��98ti188 23 I 68 I 24 { 421 I 104 I 4•0 Yellowish brown calcareous C�AY wl numerous 94 - _- --- --- -- -- 13I6�� calcareous inelusions 25is^ -w13" very hard tan limestone layer at 6' ti5rs^ 716" --- -- -- - --- ----- -- ----- Ta� and light gray marly CLAY, slickensided, blflcky z5 5s w 3s ,o� s.a 2.75 Boring terminated at 10' I Nates: FIGUR ;4 � � Alliance Geoiechnical Group, Inc. � �o� �� o�it�� -� Project: Old �entan Road � Ff. Worth, Texas Date: 12l2B1201� Elev.: tacation: See Figure 1 Depth to water at completivn of boring: 9ry D�pth to water when checke�: '^��5= D�pth to caving when checked: was: ELEVATION! SOIL SYM80L5 UEP7K SAMPLERSYMBOLS DESCRIPTION feef & F1�L� TEST QATA r° � Dark brown CLAY, jointed 2.5 5 7.6 �o ,z.s 15 17.5 Brown CLAY, jointed, wl trace sand, calcareous nadules and iron stains Project No.: ��18�188 MC LL PL P1 -2(JO D� P.PEN UNCON Strain � "% °/a % % pci tsf ksF 95 28 58 20 38 --- ----- 1.75 ------�� s.o 24 61 22 39 1D1 2.75 --- -- 2q ia1 3.0 3.35 29 2.75 2,75 21 -- - — - -- ---3.5 __`-- 3.0 Yellowish brown a�d light gray CLAY, jointed, wl trace sand, calcareous nodules and iran stains ' ss� Yellowish brown and lighi gray calcareous CLAY wI tigr6° very hard weathered limestone seams Boring terminat�d at 1Q' � Notes: FIGUR�:� _ Alliance Geotechnical Group, Inc. Symbol Description Strata s ols Asphaltic � paving ' �� iZ � erar.s��s .r��■ �� .�� CI,A7C CLAY, Calcareou� LYMi�STONE, areath�red Marly CLAY Soi1. Sam lers � Rock Care � Thin Wall SheZby Tube � Standard Per�etration �eat � �Nates: 'THD Cone Pez�etratioa Teat I��Y i0 ��(9 i��f�� & �1�1V�� Symbo7. Daacription � Auger �1. Exploratory borings were drilled on dates iz�dicated usix�g truak moun�ed drilling equipmeziti. �2, p�a�er level obaervationa are noted on boririg loga. 3. Results of tests eoziducted on samples recovered are reportsc'i ozi the boring Ioga. Abbxaviations used axe: DD � xiatural dry de�sity {�cf) LZ = liquid limit (�} MC = natural maxsture con�ent (�} PL C plastic Z3mi.t {�S) Uncon.= uncanfiaed compres�ioa (tsf? p2 = plaeti�ity index p,pez�.- harid peaetrameter (ts£) -2D0 = percent pagaing #200 4. Roc]c Cores REC =(Recovery) sum of co�e aamgle recovered divided ]�p �engtih of ruri, expres�ed as percenrage. RQD �(Rock Quality Deaignation} sum of care samp].e reaoverg 4" or greate� in len�th dividad i�y the run, expreasad as perceatage. F''iCsU��:6 Alliance Geotechnical Group, Inc. ��e�a�� J�n�l��°g�� Fa�IlI��s T��S ]PAGE �IEF'�` I�T'��N7['I�l�TA�LY �]L�� Cl'I'Y OF FORT WORTIi N. 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D � D � � O �� o �+ � s � a� � U Ca � � � W � ti � � ti N � I�- S � � � � � �i � � 0 m d � � � � � �� PRQJ�CT BID �IUMB�R �har��td�e.� Amen�ment � (�1 Applir�6;a P�aas� Chacic O,na) Office v� �usi�ess Dive��ity L�TT�R O�r I�li��lT t� P��ORflfl AS A CERSI�I�D: (Pieas� � ane) 8M8� SUBCONTF��►CT�RISUBCOlVSULTANT pWB� SII�CQNTRACTORISUBCOf�5i1LTANT dsBE su�cor�r�,�c�a�suscarvsu��,�Nr pE�6� SU�CON��A�iQR1SUBCONSU�.7AN1� [f�OT�: PuFsuant to the Ciry of �ori Woph �uslness D�ver�lly �nlerp��se Or�lnance, ce�l�fietl MIS/WB� fi�cns pa�Ylr�paliRg unde� the O�dinance musi be cerlitied p�orta recommendat�a� ef awaed in o�lerla be counted fowa�+�s subcont�acting pa�llclpatlan. li th$ Clty o1 �o�t Woa�h determines that a p�uposed �IISJWBF firm is not cerYlfied acco�ling ta t�e flr�inance �aqui�e�nents the 1��rn sha�[d irnmedEateiy submil a compieied cerlii�callan applicatlon ta 3he Na�lh Cen�ral Texas RegionaE Ge�t�iication Agency (NCTRCA), nallasl�o�t Wo�lh Minorfty SuppNe� Develnpmenl Council, Inc. (DFW MSDCj, Women"s Buslness Cnuncll - Southwest (WBCSj, 4� the 7exas Depapment oi Transportatfon (T?(DOTj.] 3. Name at Pro�ect ��i�erside drive from Go�den Triangl� to KelEer Hicks �Pftl� 0156� 2. Narne of offero��me Con�ac�o� �cCfendon Construction �ompany, Inc 3. Tl�B underslgned Is prepa�ed ta peria�m the So1lowSng descr�bed work an�laP supply the mate�ai �stetl In car�neC�ion wlth the abave praject (where applica6le spec[fy °supply' aN "inslall" or �athj: �e�dy�iVlix Concrete � a11ha amaunt of � ��0�,04�,00 Cowrtown �t�di f�ix Concr�te (Ow�eN Autha�.zed Aqerit} Yyp$ ar F�int Nar� ,. (5ignature al avune� Aulh�ed Agent oi CeHffi�d p�v ��v�J (Er�sil,4�de�ss� (IVame ai Cs�ftied �i�n� ��p� i �-- �� I {paie) ------- �r�.. �3 / ...- .�--•�- l -- �'� % �� {OnlcePhoneNu�nh��?. �( axNumh�ry / A��l�AVIT 0� Offer�rlPrirne I H�REBY DECLARE M1fl AFflR�I that I, �a� ��d�� _ am the duiy aulh�r�zed �presentat�ve ai (O�wnsNAUSh�fz�d Aganf) P�c�len�on Co�struction Company In� _�and lf�ai I f�ave �e��onaf�yrev�ewed tFie mater�al antl [a�ts (t+�e a! Ot4a�ar�'Pri�e} set forth In thls Let�e� at �ntent lo Pe�o�n. ia lhe �es1 ot my knowie�ge, lnio��naqon and �elief, the facts In th�s [a�m ara t�e, and nn mate�al facts F�ave been arnitted. Pur�uant to t�e Cfi]r af Fo� IRfoflh 8uslness D�rerslty Ente�prlse Qr�linance, afly �ersoNenr�ry tHat makes a false o� f�audulcnt siatement in connectlan whh pa�4[clpatian a1 a ce�lfte� (�rrn !n any Cfty of FQ� Wnrlh cont�act may �e refer�ed 1a� deba�rnent proce�ue°es undeP the City at Fo� Warf� Buslness Dl+rersiry �nter��se Il�inance. I da solernniy swea� � attarm that the slgnatur�s contalned her�in and the irttatmallon prnvided by 1he OftepaFl�me ara trcie an� ca�ect, and ihal I am a�uthor�zed o� behalf a� the 011eroPl�rlme to maFte the aifldar�t. pan f+��Cl��o� ne4 � g�nt ypa ae n! e Qc��l �i��l�fi�011 n�ac� i�eg zd.ne is�cas a��no (Signatui� oE 4�,rn�r�Au�hnrized Ikgenl} dan@mcclendonconstructian.com (��rrail Add�essj McClendon Const �o Ir�G ame o anarlR�mo 9 �/�l�02� (Date? �1 i1�95��06fi 81 �l��-6i96 [d(f�ea PNar� Nirmh�r) (�ax �fuanir�ry � Co�tacl: OfTrz of Business I)iversiry Rev.04l29/2019 ��' �� I�'I`�--i PROJ�C7 �ID NLIMBER [',haR�e �rder 1-1 m n (li Applicable Please Cheek Onej ��fice of �usir�ess Dive�si��+ LETT�R OF II�TERlT TQ P�R�'ORM AS A CERTIFIED: (Piease sel�dt one) �MBE Sl1BCONTRACTORISUBCONSULTANT ❑WBE SUBCONTRACTORISUSCONSULl'ANT ❑SBE SllBCONTRRCTORl5USC0�l�SUl�TANT ❑ hABE AA SLIBCONTRACTORlSUBCONSULTANT [NO7E: Pursuant to the Ciry of Farf Worth Business Diverslty Enterprise Ordinance, certified MISIWBE firms partic3pating �nder the Ordinance must be ce�ified prior to recommendation of award in order to be counted lowards subcontracting participation. !f the City of Fort Worth determines tha# a propos�d MISIWB� firm is not ce�tified accord9ng to fhe Ordinance requirements the firm should immediately submEt a oompleted certification applicalian to the North Central Texas Regional Certification Agency (NC7FtCA), t}al�aslFort Worth Atlinority 5upplier Develapmenf Council, fnc. (DFW MSQC), Women"s Business Council - Southwest �WBCS), or fhe Texas Dapartment af Transpar#ation (TXDOT).] i. Name o� pro�ect ��iv�erside Drive from Golden Triar�gle to Keller Hicks �PN � 015�7 2. Name of OfferorlPrime Contractor �CCI�11dDC1 C��1S�1'UCt1011 C�171paC1y, Inc _ 3. The u�dersigned is prepared to perform the following described work andlor suppfy the makeriaf listed in conneclion with the above project (where applicable specify "supplyu or "insta4l" or boih): Sadding and Seeding _ . at �he amount of � ��g3.00 Cody Johnsan Gre�nscaping � (own�r! Authorized Agent� �yp� or Print PJame (Na� of Certifi�d Firm) r� �_ �� — _ �zis�2o2� (Signature of UwnerlAut�odaed Agent of Certtffed frm) (Date) � cjohn�on@greenscapin�.com (817} 57�-9299 (817} 577-9331 (Emeil Address) (Qf(ice Phone Number} (fax IVumher} AFFI[]AVIT UF Offerorl�rime I MER�BY �ECLARE Ai�D AFFIRM lhat I, �� M��lendon am the duly aufhorized representative of (O�an�rlRuthpriied Agen� III�CCIBf1CIQ11 CpnS�CUCtIOC1 COfI'1j7�t1J/ IIlC and fhat I ha�e personally reviewed ihe material antl facts (Hatne nf OfisrorlPdme) set forth in this Letter of lntent fo Perform. To the best of my knawledge, inf4rmation and belief, the facts in this form are irue, and no material facts have been omltted, Pursuant to the Ciry of Fort Warth Busine5s Diversity EnterprEse Ordinance, any personleniity that makes a false or� fraudulent statemenf in connection with parkicipation of a certified firm in any City of Fort Worlh coniract may be referred far debarmenf pracedures under the City of �ort Workh Busines$ Diversity Enterprise Qrdinanc�. I do soiemnly swear or affirrn Ehat the signatures contained herein and the information provided by the 0{fesorlPrime are #rue and correct, and that I am sutharized nn behalf of the OfferarlPrime to make tha affdavit. Dan Ii�cClendon Ownerf Authorized Agent Typ� or Print Name Dan �11cClendon ��g3tallysignedByDanMcClendon C}ate: 2D21.12.0615:49:47 -Ofi'00' (Signature of �wnerlAuthorized Agent) dan@mcclendonconstruction.com (Email Address) McClendon Const Co lnc Nam� of 0 ervrlPrime 1216120Z1 (�ate} $ � i1295�0066 8'� 71295-6796 (Of�ce Phone Num6er} (Fax Number) Contaet: Office o.f Busuiess Diversity Erosil: ��„ �eo1�'iceC��`��tw �rthtr�-� ^nr Ph:817-392-2674 Rev,04/2912019 ��.�' �� Pa�J�Ci �ID WUMBER Charwe drd�r ❑ Amendo�ent_❑ (if Applicable Please Check One} Offic� �f ��sin��s Di��rsi�y ��TTER 0� IN'T�N� �8 ��FBRM �►5 A ��RTl�1gD: (Please sei� onej BM�E SUSCOf�`�RAGYO�ISU��OF�SU�TAN� ❑W�� SU�CbPfik�AC7��5U�C�i�5Ul.'YAi�i ❑S�� SU�GQl��AGT�RlSl�BCON��lLYAIV� ❑ �I� AA SU�C�f�RA�iO�l�UE�CONSULTAf�i' [NOTE: Pursuant to the City of Fori Worth Business piversity �nterprlse Ordinance, certified MISIWBE firms participating under lhe Ordinance must be certifled prior to recommendatian of award fin order to be counted tov�rards subcontracking pariicipaiion. !f the City of Forf Worth delermines that a prapased M151WBE �rm is not certified according ta ihe Ordinance requirem�nts the firm shauld imm�diafely submit a campleted ce�ificatiot� application to the Norfh Central Texas Regional CertifEcatio� f�gency (NCTRCRy, DallaslFart Worfh Minority S�pplier Developmen# Council, Inc, {DFW MSDC), Women's �usiness Cauncil - Southwesk (UYBCS�, ar the Texas Departmenk of Transporfation (TXDOT).] �. �ameofi�ro�ect N Riuerside qr�� from Golden Triangle Eo Keller Hicks C�ft��0156! z, Name of OfferorlPrime Contractor ��IBr1d01� C011St1'UCt[�I� �orinp�ny, Inc 3. The undersigned is prepared to perfarm the following described work andlor suppfy ihe materfal 1lsted in connection with the above project (where applicable specity "supply" or "instali" or both): Hau[off Yrucking ak the amaunt of � �� }621.OD . � � r� �J Rub�o �'rucking (awp Authprize gent� TyR� or Pri ne (Namo ai Cerfrfl d Flrm) �o.r----�. � _ �' x � � � � ( gnature of Owner IAuthorize8 Ag�nt of C�fk� iirm) {O�tej � (Ema11 Addr�s�) i0#flce Pi�one Numh�r) (Fax Numhera A��IDAVIT (?� 0�`erorl�eime I HEREBY �ECLARE AND AFF�RM fhat I. �an McC�endon am the d�iy autharized representative of {OwnarJAutharfzed Agentj IV�cC��ndon Cor�struction Company Inc and that I have personally ceviewed �he materfal ar�d facts (t��mo af OfiierorlPrime} set forth fn this Letter a� lntent to Perform. To ihe besf af my knowledge, informakio-n and belief, the facts in this form are frue, and no material facks have been omitted. Pursuant to khe City of Fort Workh Business Diversity Enterpriss Ordinance, any �ersanlentity #haf makes a false ar fraudulent staternent in canneclian with participa�on of a certifled firm ir� any City of Fort Worth aantract rnay be referred fior debarment procedures under the Clty of Fort Warth Business Diversity Enterprise prdinance. I do solemnly swear or affirm that the signat�res contained herein and the lnformation provlded by the OfferorlPr{me are true and carrect, and that I am aufhorized an behalf af the O�ferorlPrime to make the affidavit, Dar� il�cCfendon (0►timer! Aut orized Agen!) Typa or Pr nt Narr�a pan McClendon �� stgnsd hy Dan MCClendon Date: 2a21.12.Q6 i5:A9:k7 -0B'00' ($ignatura of OwvnerlAothorized Agent) � dan@mcclendonconstruc#ion.com (Emai[ Addressj McGlendon �onst Co Inc (l�ame o 0 eror Prima 121fi12�21 (Datej 81 �1295-0066 81 �/295-6798 {Offtce Phone Numb�rj (�ax Nambarj ContacE: Oirice ofBusiness Diversity Cm�iL• n�w6caFticeQfnrhvadl�texus.gov Ff�:817-392-2G7� Rev.04/29/2019 �'C� 1��` �O l��' I-� PRpJECT kifp Nl1MBER Changc 4rder__❑ �mendrnent I-1 (If Applica6le Please Check One) Or'�i�e of �usines� �iversity L�TT�R 0� fN��KT TO F��R��M A5 A CERTI�'I��: �Please select one) ❑� M.BE SIJBCON7�tACTORISUBCONSUL'TANT ❑V4BE SUBGON7RACTOR1Sl�BCO�ISUL7ANT ❑5BE 5{lBCON7RACTOR1Sl18CON5ULTANT ❑ M8E AA SUBCONTRACTORlSIIBC�NSl1LTANT [NOTE: Pursuani to the City of Fort Worth Business Diversity �nterprise Ordinance, certified MISJ�NBE firms participating under the Ordinance must be certifietl �rior to recommendation ofi awartl in order to be counted tawards subcontraeting participation, If th� City of Fort Worth determines that a proposed NfISIWBE firm is nat certified according to tha Ordinance requirements the firm shoufd immed9aiely submik a completed certificatinn �pplicatian to the North Central 1'exas Regiona{ Certificafion Agency (NCTRCA), aallaslFort Worth Minority Supplier Development Council, Inc. (aFW I�SDC), Women's 8usiness Council- Southwest (WBCS), or the Texas �epartment of 7ransportation (TXDOT),] �. �ame of Pro�ect N Riv�erside Drive from Golden Triangle to Keller Hicks CPN1 Qi 5G7 2. Name af OfferorlPrime Contractor MCCIEildofl COnS�I'tlCt�On Cof1'lp�n�, Inc 3. The undersigned is prepared fo per�orm the fallowing described work andlar supply the material listed in cannection with the abave project (where applicable specify "supply" or "install" or both): Box Culverts, Inleis, Retainin� Walls, Pipe at the amount of $ �`� ,130,192.d0 Charles Kl�tz Klutz Const�uction LLC (Ownerl Aulharized Agent) Type or I'rint IVame {Name of Certified Firmj ChaCIES K�ULZ pa�tia l 021�.1 06y16:49k38 OIBEOD' (Signature af Owner 1Autharized Agent of Certified firm} Charlie[.�klutzconstruction.com (Emafi Addressj December 6, 2D21 (Date} 817-561-5591 8i 7-483-2048 (Offlce PBane Numbarj (Fax t�umber) AFFIDAVIT OF OfferorlPrime I Fi�R�BY �ECLARE AN� A�F'IRM that I, Dan McClendon am the duly authorizetl representative of (OwnerlAuthorized Agentj MCCI2C1CIOf1 COnS�I'�CtlDC] COI'1'1paCly IC1C and that I have personally reviewed the material and facts (Name of OfferorlPrime} set forth in fhis Letter of lnteni to Perform. �o the best of my knowledge, information and belief, the facts in this form are true, and no mater'ial facts have been omitted. Pursuant to the Ciky af Fort Worth Business Diversity �nterprise Ordinance, any person�entity khaf makes a false or fraudulent sfatement in connectian wikh participation of a c�rtified firm in any Ciky of F'orf Warth contract may he referred for debarment procedures under the City of Fork Worth Business Diversity �nterprise Ordinance, l tla soiemnly swear or affirm that the signatures cpntained herein and the information provided by the OfferorlPrima are trua and correct, and thak I am authorized on behalf of ihe OiferorlPrime to make the affidavit. Da� McClendon {Ownerl Aulhorized Agentf Type or Print Name ❑anp��C�end�� Digitally slgned hy Dan McClendon �u� Rate; 202i,12.05 15:49:47-d6'00' (Sfgnature of OvunerlAufharized Agent) dan�a mcclendancanstruction.com {Emall Rddress} McClendan ConSt Co lr1C {Name of OfferadPrlme) 12/6/2021 (C}ate) 817/295-006� 8171295-6796 (O�ce Phane Number) (Fax Numbar) Contact: O£#ice of Business Diversiry Email: � ' P1i:817 392-2674 Rev.0.4/2912U19 GC�G�47 "�a�e ��.$�s '��IS �A�]E �L]E�'T �N'T�`]El�Tri'��l�TA�Li��' �LAl'TY� CITY OF �'ORT W�RTH N. I�iverside D3ive from Golden Triangle to Kellar-Hicics STANI}ARD CONSTRUCTION SPECIF[CATION DOCUMENTS Praject #101567 Aevised July 1, 2011 2013 FREVAI�ING WAGE FiAYES (Heavy and Highway Construction Projects} CLASSIFICAT'IOIV DESCRlPTiON Asphalt Distributar Operator Asphalt Pa�ing Machine Operator Asphalt Raker Braom or Sweeper Operator Concrete Finisher, Paving and Structures Concrete Pa�ement Finishing Machine Operator Cancrete 5aw Operator Crane Operator, Hydraulic 8D tons or less Crane Operator, Lattice Baom 80 Tons or Less Crane Opera#ar, Lattice Boom Over 80 Tons Crawler iractor Operator Electrician Excavator Dperator, 5D,Q00 pounds or less Excavator Operator, Qver 50,000 pounds �lagger Form Builder/Setter, 5tructures Form Setter, Pav[ng & Curb Foundation Drill pperator, Crawler Maunted Foundation Drill Operator, Truck Mounted Front End Laader Dperator, 3 CY or L�ss Front End Loader Operator, O�er 3 CY Laborer, Common Labnrer, U#ility Laader/8ackhoe Operator Mechanic Milling Machine Operator Motor Grader Operatar, Fine Grade Motor Grader Operatar, Rough O#f Road Nauler Pa�ement Marking Machine Operator Pipelayer Reclaimer/Pulverizer Operator Reinforcing Stee1 Worker Roller Dperator, Asphalt Roller Operator, Other Scraper Qperator Servicer Small Slipfarm Machine Operator 5preader Box Operator Truck Dri�er Lawboy-Floa# Truck Driveriransit-Mix Truck Driver, Single Axle Truck Driver, Single or 7andem Axle Dump Truck Tructc Rri�er, Tandem Axle Tractor with Semi Trailer Welder Work Zone Barricade Ser�icer Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.69 11.74 14.12 16.05 14.48 18.12 1�.z� za.sz 14.07 19.80 17.19 16.99 10.06 13.84 13.16 1i.99 21.�7 13.69 14.72 10.72 12.32 15.1� 17.68 1�.32 17.19 16.02 12.25 13.63 13.24 i�.o� 16.18 13.D8 11.51 12.96 14.58 15.96 14.73 16.24 14.1�4 i2.31 1�.62 12.86 14.84 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction proJects were determined by the United States pepartment of Lahor and current as of 5eptemher 2013, The kitles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Jo6 Classificatians and �escriptions for Highwaq, Hea�y, Utilities, and Industrial Construction in Texas. Page 1 of 1 THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH N. Riverside Drive from Golden Triangle to Keller-Hicks STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project #101567 Revised July 1, 2011